20080922 Ver 1_CAMA Application_20080605

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NOENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H G
June 3, 2008
MEMORANDUM:
. regson, Director William G. Ross Jr., Secretary
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM
SUBJECT:
Applicant:
Project Location:
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Front Street Village, LLC
r= rn
1P)
JUN 5 2008
DENR - WAFER WAU i v
WETLANDS AND STORMWATER BW44G 4
2500 Front Street, on Taylor's Creek, Beaufort, Carteret County
Proposed Project: The applicant is proposing to demolish a portion of the existing structures,
construct a new 9-slip docking facility that will result in a total of 10 slips, a
234 dry slip storage facility with offices and restrooms, a sewage disposal area,
and fuel pumps at a second staging platform, new dredging of an upland
basin, 68 space parking lot and shoreline stabilization.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
6/24/2008. 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.
400 Commerce Avenue, Morehead CNorth Carolina 28557
SIGNED Phone: [phone] FAX: [phone]-\P4919:
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post consumer Paper
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)
ll. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $400 100%($400) 0%($0)
111. For development that involves
the filling and/or excavation of up
to 1 acre of wetlands and/or open
water areas, determine if A,B, C,
or D below applies:
III(A). Private, non-commercial
development, if General Water
Quality Certifi 0
(See ed $250 0%($250) 0%($0).
III(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $400 100% ($40 0%($0)
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/or
open water areas: $475 60%($285) 40%($190)
Check # I III
Amount
?-,
Name I
!2?i
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Front Street Village, LLC
2. LOCATION OF PROJECT SITE: On Taylors Creek, in Carteret County. Site is at
2500 Front Street in Beaufort.
Photo Index - 2006: 42-6406 grids R-9, S-9, R-10, S-10; 2000: 42-543
grids E-15, E-16, F-15, F-16, G-15
State Plane Coordinates - X: 2711824.832 Y: 357739.468 Rover # M121114A
Longitude: 34 42 34.590 Latitude: 76 37 52.373
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit-12/11/07
Was Applicant Present - Yes
Photos Taken - Yes
5. PROCESSING PROCEDURE: Application Received - 5/13/08
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort
Land Classification From LUP - Developed/Conservation
(B) AEC(s) Involved: CW, EW, PTA, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Existing septic
Planned - Wastewater disposal area
(F) Type of Structures: Existing - Several dilapidated buildings to support a large
commercial finfish processing operation; including but not limited to warehouses, equipment
storage, sleeping quarters, docks, railway, bulkhead, and dolphins
Planned - Dry stack storage with offices and restrooms,
upland basin, nine-slip docking facility, bulkhead, gravel parking lot, upland fuel pumps, and
demolition of most of the existing structures
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
? - ? T T1r. c/'TTTTTl11?T. TDL`il!-!T.11 F111r.T.1P.'n OTHER
/ . 11!11.711 A 1 LJJV vita a
(A) Coastal Wetlands ? --
595 sf
(B) Section 404 Wetlands (Septic area is
pending review)
(C)Shallow/Shell Bottom 15,950 sf
Open Water 14,250 sf incorp
2,280 sf Shaded
High Ground 6,800 sf 238,500 sf of
uplands
(D) Total Area Disturbed: 276,095 sf
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
Field Investigation Report:
Front Street Village, LLC
Page 2 of 2
---------------------------
8. Project Summary:
The applicant wishes to demolish a portion of the existing structures, construct a new
9-slip docking facility that will result in a total of ten slips, a 234-dry slip storage
facility with offices and restrooms, a sewage disposal area, and fuel pumps at a
second staging platform, new dredging of an upland basin, 68-space parking lot, and
shoreline stabilization.
9. Narrative Description:
Please note that the NC Division of Coastal Management (DCM) has determined that this
proposal is exempt from the requirements of the NC Environmental Policy Act (NCEPA).
The NCEPA requires that an environmental document be prepared by the applicant
proposing to construct a new marina, or a 25% orgreater expansion in the number of slips
at an existing and operating marina. According to this application package, there are
eleven slips existing (but not operating). The proposal replaces three (out of the eleven) of
the existing slips with nine new slips, resulting in a total of seventeen slips on the property.
This would require review under the NCEPA. However, in contrast to the submitted
application, the DCM has determined that there are three slips existing on this property
(ref. State Permit #86-75 and on-site review by the DCM staff). Thus, the proposal will
replace two (out of three) of the existing slips with nine new slips, resulting in a total often
slips on the property.
The property is a 24.97-acre parcel in Beaufort, Carteret County. The parcel is located
at 2500 Front Street off of Lennoxville Road. Lennoxville Road splits this property. To
the north of Lennoxville Road, is 16.633 acres of which is relatively undeveloped. To the
south of Lennoxville Road, is 8.335 acres of which is developed with a fish processing
plant. This existing facility ceased operations in 2005. It is located at the eastern
terminus of Front Street on Taylors Creek, adjacent to the NCWRC public boat ramp to
the west. To the east of the property, the adjacent property is developed and owned by
Atlantic Veneer Corporation.
The Town of Beaufort Land Use Plan has classified this area as Developed, with CAMA
AEC's classified as Conservation. The applicant wishes to develop the property with a
commercial nine-slip docking facility, and a dry stack storage facility with a parking
area for clients.
This site is developed with several dilapidated buildings to support a large commercial
finfish processing operation; including but not limited to warehouses, equipment
storage, sleeping quarters, docks, railway ramp, bulkhead, and dolphin clusters.
The upland vegetation mainly consists of lawn grasses bordered by Section 404 Wetlands
and coastal wetlands along the 665' of shoreline. Upland elevations range from +4 to
+10 feet msl. There are three distinct sections of coastal vegetation adjacent to the
property, mainly consisting of Salt Marsh Cordgrass (Snartina alterniflora). The first
section is approximately a 9,600 square feet area located off of the southwestern corner
Brad Connell May 21, 2008 Morehead City
Field Investigation Report:
Front Street Village, LLC
Page 3 of 3
of the property. The second section is located approximately 180' east of the western
property boundary and has an area of 595 square feet within an existing railway ramp.
The final section is approximately a 15,000 square feet area bordering the mouth of an
unnamed tributary within the southeastern section of the property.
The waters of Taylors Creek are classified as SC. None of the project area is within
PNA; it does not have submerged aquatic vegetation, and is closed to the harvest of
shellfish. Bottom elevations within the project area range from -1 to -8 feet nlw. The
bottom substrate is soft subtidal with shell. These waters have an approximate +/-3'
lunar tidal amplitude. Taylors Creek is approximately 380' across at this location.
There is a shallow, unnamed tributary that juts 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 and
continues beneath Lennoxville Road via culvert. This unnamed tributary is
approximately 10' wide and its degree of sinuosity is minimal. The bottom substrate is
soft subtidal with shell. It is bordered by coastal and Section 404 Wetlands on both
banks.
10. Proposed Development:
The applicant wishes to demolish a majority of the existing structures, construct a
new 9-slip docking facility that will result in a total of ten slips, a 234-dry slip storage
facility with offices and restrooms, a sewage disposal area, and fuel pumps at the
docking facility, new dredging of an upland basin, 68-space parking lot, and
shoreline stabilization.
The demolition proposes to remove all but one of the upland buildings. The
demolition also proposes to remove the fish oil tanks, asphalt, and concrete pads on
the property. This demolition activity is spread across the southern portion of the
tract that is separated by Lennoxville Road and adjacent to Front Street. The
remaining building to remain is labeled "TIN BUILDING" on Sheet 03. A portion of
this building is waterward of the normal low water level. The demolition proposes to
remove two [or three (ref. Sheet 05)] out of the five existing piers on the property, as
well as the associated dolphin pilings and a section of bulkhead along approximately
300' of shoreline. These water dependent structures are located on the southwestern
side of the property. Two of the remaining docks to the immediate east of this
demolition activity are within the USACE channel setback as shown on Sheet 03.
The final remaining pier is located adjacent to the eastern property boundary, 10'
landward of the USACE setback, and is within 15' of the riparian property line.
The proposed dredging area is at the southwestern corner of the property, adjacent
to the NCWRC public boat ramp property. The excavation proposes to remove a
total of 22,750 square feet (6,348 cubic yards) of material. This includes the existing
railway ramp and existing bulkhead along with 595 square feet of coastal wetlands.
Brad Connell May 21, 2008 Morehead City
Field Investigation Report:
Front Street Village, LLC
Page 4 of 4
Approximately 6,800 square feet of excavation is primarily high ground, existing at
4'msl and digging down to a final project depth of -8' nlw. This will result in the
removal of about 2, 008 cubic yards of material. The other 15,950 square feet of
excavation is subaqueous in order to connect to the USACE channel depths, existing
at -4' nlw and dredging down to -8' nlw. This will result in the removal of 4,340
cubic yards and results in a final project depth of -8' nlw. The high ground shoreline
will be stabilized and retained with 270' of new bulkhead.
Two parallel floating docking structures will run perpendicular to the shoreline in
the proposed area of excavation to support the facility. This docking facility extends
95' waterward. These two structures combine to support a total of nine boat slips
and are accessed from the high ground by two articulated aluminum gangways.
Each pier is 90' long and 8' wide. Both piers have three, 4' wide and 35' long finger
piers to define the nine slips. The docking facility will have two associated tie pilings,
one at each docking structure. The entire docking facility will be located immediately
landward of the USACE federal channel setback, however Slip #1 and Slip #5 are
within the USACE channel setback. This docking facility will be 16' from the
adjacent riparian property line. The eastern pier will support fuel pumps. There will
be no over night or live aboards allowed.
This docking.facility will also serve as a staging area to support the 234-slip dry stack
building. This dry stack building will be 55' landward of the new bulkhead,
connected by a 4,800 square foot reinforced concrete slab. This connecting slab will
support lifts transporting boats to and from the dry stack building to the staging
docks. This impervious concrete slab is entirely within the 75' AEC.
The proposed dry stack will be a steel frame building. It will be 428' long, 147' wide,
and 40' tall. It will be able to store 234 boats. It will also house an office, restrooms,
and showers. A 6' wide and 428' sidewalk will run down the eastern edge of the
outside of the dry stack building.
On the eastern edge of the sidewalk, there will be a 68-space gravel parking area.
This will connect to Lennoxville Road to the north. At this connection, 22' south of
Lennoxville Road, there will be a 10' by 30' underground fuel storage tank. Each
parking space will be 10' wide and 20' long.
Across Lennoxville Road on the northern section of the tract, the applicant wishes to
install a new wastewater disposal area (subject to soil testing). This area will be
44,100 square feet. It will be located 100' west of Section 404 Wetlands associated
with the unnamed tributary.
11. Anticipated Impacts:
The intended uses include commercial wet slip dockage and dry stack storage of
marine vessels. The proposal will be a hazard to navigation. Slip #1 and Slip #5 are
Brad Connell May 21, 2008 Morehead City
Field Investigation Report:
Front Street Village, LLC
Page 5 of 5
---------------------------
located within the federal USACE channel setback.
The proposed excavation will remove 595 square feet of coastal wetlands.
Observation of a possible significant shellfish resource in the project area should be
noted. This resource has not been quantified. The proposed excavation may impact
this resource. No SAV were observed in the area. This excavation will remove 2,008
cubic yards of high ground and 4,340 cubic yards of subaqueous bottom. This new
shoreline will be stabilized with 270' vinyl bulkhead.
As proposed, the nine-slip docking facility will shade 2,280 sf of open water, which
incorporates 14,250 sf along 665' of shoreline. The upland demolition and construction
activities associated with the dry stack building, septic area, and parking lot will disturb
approximately 238,500 square feet of high ground.
Brad Connell May 21 , 2008 Morehead City
ANCDENR
North Carolina Department of Environment and Natural
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director
MEMORANDUM
DATE: June 2, 2008
TO: Doug Huggett
THRU: Tere Barrett
FROM: Brad Connell ?7(1
Resources
William G. Ross Jr., Secretary
SUBJECT: Comments and Recommendations - CAMA Major Permit - Front Street Village,
Carteret County
The following is my assessment and consequent recommendations of the above referenced
proposal: This proposal involves the excavation of coastal wetlands. This proposal may also
impact a shellfish resource. The waters of Taylors Creek are closed to shellfish harvest. There is
no submerged aquatic vegetation. This waterbody is not a Primary Nursery Area. Slip #1 &slip
#5 are within the USACE federal channel setback and will pose a hazard to navigation.
Assuming that state and federal agencies concur with the proposal, .I recommend the project be
authorized as proposed, contingent upon the following conditions:
1) No boat slips shall be allowed within the federal channel setback, and the authorized
structures and associated activity must not cause an unacceptable interference with
navigation.
2) Prior to the initiation of any dredging activities within Taylors Creek, the permittee shall,
in coordination with the Division of Marine Fisheries, develop and implement an oyster
relocation plan for the Taylors Creek oyster population. Contact the Division of Marine
Fisheries at [phone] to initiate the required coordination. Notice of satisfactory
completion of the relocation efforts must be provided to the Division of Coastal
Management prior to initiation of dredging in Taylors Creek.
3) In order to protect juvenile shrimp and finfish populations, no excavation or filling will
be permitted between April 1 and September 30 of any year without the prior approval of
the Division of Coastal Management, in consultation with the Division of Marine
Fisheries.
4) Excavation will not exceed eight feet below the normal low water level. In no case shall
the depth of excavation exceed the depth of connecting waters.
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastaimanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
Front Street Village, LLC
May 21, 2008
Page 2
5) The spoil disposal area must be inspected and approved by a representative of the
Division of Coastal Management prior to the commencement of any dredging activities.
6) No spoil material is to be placed within 30 feet of the normal high water line, except that
which will be used to backfill the area behind the permitted bulkhead.
7) All excavated materials will be confined above normal high water and landward of
regularly or irregularly flooded marsh behind adequate dikes or other retaining structures
to prevent spillover of solids into any marsh or surrounding waters.
8) An earthen plug and silt screen shall be left between the area to be excavated and.the
existing creek and a 24 hour period after completion of excavation will elapse prior to
plug removal to prevent unnecessary siltation into the adjacent water body.
9) The temporary placement or double handling of excavated or fill materials within waters
or vegetated wetlands is not authorized.
10) The bulkhead must be constructed prior to any backfilling activities.
11) The bulkhead must be structurally tight so as to prevent seepage of backfill materials
through the structure.
12) The fill material will be clean and free of any pollutants except in trace quantities. Metal
products,- organic materials, or unsightly debris will not be used.
13) The docking facility will display a sign showing the location of the nearest pump out
facility, including other appropriate waste disposal information, at the entrance and exit
from the main pier(s).
14) No sewage, whether treated or untreated, shall be discharged at any time from any boats
using the docking facility. Any sewage discharge at the docking facility shall be
considered a violation of this permit for which the permittee is responsible. This
prohibition shall be applied and enforced throughout the entire existence of the permitted
structure.
15) This permit authorizes only the docks, piers, and other structures and uses located in or
over the water that are expressly and specifically set forth in the permit application. No
other structure, whether floating or stationary, may become a permanent part of this
docking facility without permit modification. No non-water dependent uses of structures
may be conducted on, in or over public trust waters without permit modification.
16) The pier and associated structures shall have a minimum setback distance of 15 feet
between any parts of the structure and the adjacent property owner's riparian access
corridor, which is determined by drawing a line parallel to the channel, then drawing a
line perpendicular to the channel line that intersects with the shore at the point where the
upland property line meets the water's edge.
Front Street Village, LLC
May 21, 2008
Page 3
17) No attempt will be made by the permittee to prevent the full and free use by the public of
all navigable waters at or adjacent to the authorized work.
18) The permittee will maintain the authorized work in good condition and in conformance
with the terms and conditions of this permit. The permittee is not relieved of this
requirement if he abandons the permitted activity without having it transferred to a third
party.
19) This permit does not authorize the interference with any existing or proposed Federal
project, and the permittee will not be entitled to compensation for damage to the
authorized structure or work, or injury which may be caused from existing or future
operations undertaken by the United States in the public interest.
20) The permittee must install and maintain at his expense any signal lights or signals
prescribed by the U.S. Coast Guard, through regulation or otherwise, on the authorized
facilities. At a minimum, permanent reflectors should be attached to the structure in
order to make it more visible during hours of darkness or inclement weather.
21) This permit authorizes a maximum of ten boat slips. At no time shall more than ten
vessels be moored or docked at the facility. The restriction of the number of vessels shall
apply to all marine vessel types, including but not limited to motorboats, sailing vessels
and personal watercraft.
22) In order to protect water quality, runoff from the construction must not visibly increase
the amount of suspended sediments in adjacent waters.
23) The permitted activity will be conducted in such a manner as to prevent a significant
increase in turbidity outside of the area of construction or construction-related discharge.
Increases such that the turbidity in the waterbody is 25 NTU's or less in all saltwater
classes are not considered significant.
24) A ground cover sufficient to restrain erosion shall be provided within the shorter of 15
working or 30 calendar days of completion of any phase of grading on cut or filled
slopes.
25) Appropriate sedimentation and erosion control devices, measures or structures must be
implemented to ensure that eroded materials do not enter adjacent wetlands, watercourses
and property (e.g. silt fence, diversion swales or berms, sand fence, etc.).
26) Any development or land disturbing activity that is considered non-water dependent is
not authorized within 30 feet of the normal high water level unless specifically exempted
by Coastal Resource Commission (CRC) regulations in place at the time of such
development.
27) In order to avoid unreasonable danger to life and property, all development shall be
designed and placed so as to minimize damage due to fluctuations in ground elevation
and wave action in a 100-year storm. Cantilevered decks and walkways shall meet this
Front Street Village, LLC
May 21, 2008
Page 4 -
standard or shall be designed to break-away without structural damage to the main
structure.
28) Any building constructed shall comply with the North Carolina Building Code and the
local flood damage prevention ordinance as required by the National Flood Insurance
Program.
NOTE: The building code or flood damage prevention ordinance may impose additional
more restrictive requirements than the Division's standards for development in
areas of environmental concern (AECs).
NOTE: The permittee's contractor is advised to contact the U.S. Coast Guard at (910)
772-2220 to discuss operations and appropriate lighting, markers, etc. for all
dredge equipment.
NOTE: Any proposal to add one or more additional boat slips to the authorized 10 slip
facility will require that the docking facility be classified as a marina, and will
therefore require a review under the N.C. Environmental Policy Act (NCEPA).
NOTE: If the permittee discovers any previously unknown historic or archaeological
remains while accomplishing the authorized work, he will immediately notify the
District Engineer, Wilmington Branch, U.S. Army Corps of Engineers at (910)
251-4511, who will initiate the required State and Federal coordination.
NOTE: The permittee is advised to contact- the local health department regarding
requirements for septic tank installations (as required under 15A NCAC
18A.1900 et. seq.). For information concerning septic tank and other on-site
waste disposal methods, contact the Carteret County Health Department.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or
local permits, approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this
permit. Contact a representative of the Division at [phone] prior to the
commencement of any such activity for this determination. The permittee is
further advised that many non-water dependent activities are not authorized
within 30 feet of the normal high water level.
NOTE: This permit does not convey any rights, either in real estate or material.
NOTE: Should either adjacent property be sold prior to the initiation of construction, the
permittee shall be required to obtain a signed riparian corridor waiver from the
new property owner prior to the placement of any structures within the 15 foot
riparian corridor.
CC: Tere Barrett, DCM
Ted Tyndall, DCM
Major CAMA Permit Application
Front Street Village - Phase 1
Town of Beaufort, Carteret County
January 11, 2008
proposed by:
Front Street Village LLC
2500 Front St.
Beaufort, North Carolina 28516
prepared for:
North Carolina Department of Environment &
Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, North Carolina 28557
prepared by:
COASTAL SCIENCE & ENGINEERING 'r P. O. Box 1643' Morehead City, North Carolina 28557
JAN I 1 2001
or e ci Utyloam,
FRONT STREET VILLAGE, PHASE 1
TOWN OF BEAUFORT, CARTERET COUNTY, NC
MAJOR CAMA PERMIT APPLICATION
Contents
Application Documents
DCM MP - 1 Application
DCM MP - 2 Excavation and Fill
DCM MP - 3 Upland Development
DCM MP - 4 Structures
Narrative Description of Project
Introduction
Project Description
Existing Conditions
Stormwater Management
Methods of Construction
Project Schedule
Compliance with the N. C. Environmental Policy Act
Adjacent Property Owners
Application Drawings
Sheet 1 of 8 Location Map
Sheet 2 of 8 Existing Conditions
Sheet 3 of 8 Demolition Plan
Sheet 4 of 8 Site Plan
Sheet 5 of 8 Dredging Plan
Sheet 6 of 8 Dock Plan
Sheet 7 of 8 Profiles
Sheet 8 of 8 Details
Copies of Letters to Adjacent Property Owners
Authorized Agent Letter
Certified Mail Receipts (Green Cards)
k
a

FRONT STREET VILLAGE
FRONT STREET VILLAGE, LLC
BEAUFORT, CARTERET COUNTY, NORTH CAROLINA
PROJECT NARRATIVE
January 11, 2008
INTRODUCTION
The project site is an approximately 8.2 acre site located immediately east of the Town of
Beaufort's corporate limits and is 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 until 2005. The property was recently purchased by Front Street Village,
LLC. The fish factory property is located on the south side of the Lennoxville Road at 2500
Front Street, Sheet 1. The property also includes acreage which is located on the north side of
the road.
Front Street Village, LLC is currently undergoing a number of market and other feasibility
studies to determine the best development scheme for this property. As such, the development
of the property will most likely be in three phases. The first phase has been determined and will
consist of the development of a 234 dry stack boat storage facility along with demolition and
removal. Other work under this permit will involve the demolition of most of the existing
structures used in the fish factory operations, the excavation of a portion of Taylors Creek and
an adjacent high ground area, construction of 9 boat slips, the construction of 270 linear feet of
bulkhead, and the construction of a 234 dry stack boat storage building and concrete launching
ramp with an adjacent parking lot.
The project is located within the Extra Territorial Jurisdiction (ETJ) of the Town of Beaufort on
Taylors Creek, 2 miles east of the downtown Beaufort waterfront (see Sheet 1). The property is
zoned Industrial Warehouse (I-W) and the proposed dry stack storage facility and docks are
permitted uses within I-W zoning district. The staging slips will be located between the
bulkhead and the boundary of the federal navigation channel and the riparian shoreline of he
Beaufort Fisheries Property.t
Front Street Village-Phase 1 Januar0i 11 ?0d8 r_'i r)
Major CAMA Permit Application - Narrative Page 1 of 6
DCM
?-
PROJECT DESCRIPTION
Demolition and Removal - The project includes demolition and removal of approximately
96,000 square feet of existing deteriorated structures, see Sheet 3. The building designated as
the raw box and the existing wharf will be left in place. Some of the facilities to be demolished
are in the AEC. Ground disturbance will be minimized during removal of those facilities. Two
existing piers, 70ft x 6ft and 80ft x 3ft respectively, extend into Taylors Creek will be removed in
Phase 1 as well as a series of cluster dolphins
Excavation- - The subaqeous areas of Taylors Creek proposed to be excavated have
previously been dredged. (See Dredge and Fill Permit No. 86-75 and CAMA Permit No. 180-
90) These areas have now silted in and maintenance dredging is desirable to facilitate and
maintain historic boat dockage, Sheet 5. The upland area to be excavated is currently
stabilized with a wooden bulkhead. This bulkhead will be removed and a new one constructed
on an alignment landward of the existing bulkhead. The high ground between the existing and
new bulkhead will be excavated to an elevation of approximately -8 feet for the boat launching
area.
Floating Docks and Piles - The project will consist of construction of floating docks and
gangways connected to the bulkhead. The total coverage of floating docks over the water will
be approximately 2,700 square feet. The total Public Trust Area to be impacted is 0.17 acres.
Within the footprint of the proposed docks, two existing docks, 840 square feet, will be removed
as well as 5 pile cluster dophins. Sewer pumpout and fuel delivery will be provided on the
floating docks. The docks will be for staging boats from the dry storage facility.
Docks will be held in place by several steel pipe or pre-stressed concrete guide piles. A
concrete or steel mooring pile will be placed to separate boat slips where there are two slips
between adjacent finger piers. Installation of guide and mooring piles will be by conventional
barge mounted marine pile driving equipment.
Access to the slips will be provided by two (2) articulated ramps connected t f
attached to the bulkhead. (see Sheet 6). The ramps will make the boat doc < Rhx.,.+"'
2Q 0?
Front Street Village-Phase 1 MC)Janpary 11, 2008
Major CAMA Permit Application - Narrative;
accessible during periods when Taylors Creek water levels are at or above the normal level. A
typical elevation of the existing boardwalk, ramp and articulated ramp is shown in Sheet 6.
Upland Development - Phase 1 development will include the construction of a 64,000 square
feet, (234 boats) dry stack boat storage facility. This facility will be located on the western side
of the property. A large fork lift will be used to transfer stored boats to Taylors Creek. Parking
for the dry stack and boat slips will be provided. Town of Beaufort requires one parking space
for every four boat spaces in the dry storage building plus one space for every two employees.
Parking will be provided in the area shown on the site plan.
Construction of the dry stack boat storage facility will require installation of underground water,
sewer and electrical utilities, grading and concrete slab construction, building construction,
stormwater management facilities, landscaping and paving. Potable water will be supplied by
an existing onsite well. Sewage disposal will be provided by an onsite system located on land
on the north side of Lennoxville Road. Stormwater from the dry stack storage building will be
collected end treated (solids removal) on site. It is anticipated that there will be some reuse of
stormwater for boat washdown and irrigation.
Heavy gauge aluminum gangways will connect the boat docks to the landside development.
The gangways will be 6 feet wide and average 50 feet long, and will provide pedestrian and
utility supply access to the boat slips. The deck elevations of the gangways will be the
approximate elevations of the existing bulkhead, which will be generally about elevation 5.4
NAVD 88.
EXISTING CONDITIONS
Site Topography and Hydrography - The topography of the upland development site is
relatively flat varying from 5 to 10 feet in elevation on the site. The Beaufort Fisheries Site
consists of fine to medium sand material. The base flood elevation at the site is 7 feet (NAVD
88 datum).
r
Front Street Village-Phase 1 January 11, 2008
Major CAMA Permit Application - Narrative i awl'
The proposed boat docks will be located in an area where depths range from 0 to 4 NAVD 88.
The U. S. Army Corps of Engineers conducted a hydrographic survey in 2006 of the federal
channel's Range 3, proposed project area. A hydrographic survey of the proposed marina site
was conducted in 2006. Depths from both surveys, relative to the NAVD 88 datum, are shown
in Sheet 2. Comparison of the bottom elevations from both surveys shows areas of both
shoaling and scour.
Soils and Sediments - In order to evaluate the character of the bottom sediments in the area of
the proposed boat slips, three samples of the sediments were collected within the footprint of
the proposed boat slips. A qualitative analysis was conducted of the sediments collected.
Results indicate that the material consists of 85 percent silt with the remainder being very fine
sand.
Land Use - The project area is located in the ETJ area of the Town of Beaufort adjacent to the
towns boat launching facility, part of an 8.2 acre tract purchased by the applicant in 2007. The
project is on the waters of Taylors Creek, a federally maintained navigation channel serving the
Town of Beaufort. The remainder of the land parcel is expected to be developed,. but its uses
are not known at this time.
Historically, the riverfront of the Beaufort Fisheries Site was an industrial waterfront site. The
Beaufort Fisheries Site ceased operations in 2005.
Wetlands - There are coastal wetlands on the east and west sides of Phase 1 (see Sheet 2).
There are coastal wetlands that are on both sides of a man-made stream that runs through the
east side of the property.
There will be a small amount of wetlands impacted by this project. This wetland area is located
within the confines of a railway basin which has silted in.
Areas of Archeological or Historic Value - The proposed project is not located within a
designated Historic District of the Town of Beaufort. Established in the early 1930's, the
4;erat=to rnak fib
Beaufort Fisheries site was a factory that processed menhaden as a raw
meal, fish oil, and high protein fish solubles.
Front Street Village-Phase 1 January 11, 2008
Major CAMA Permit Application - Narrative a?#©f 6> `?1
Navigation - No fixed structures (as defined by the Army Corps of Engineers) will be placed
within the setback from the federal channel. Only floating docks anchored by piles will be used
for dockage.
The federal channel boundary line runs along the entire southern margin of the proposed project
site. The federal channel is 100 feet wide with an average depth of 15 feet at mean low water.
The channel in front of the project propertyhas not been dredged for many years because
naturally occurring flows tend to maintain the channel depths without the need for dredging.
STORMWATER MANAGEMENT
Approximately 1.5 acres of impervious areas will be part of the upland development. A state of
the art stormwater treatment unit will be used to treat stormwater for the upland development. A
stormwater management plan approved by the Division of Water Quality will be required for the
upland development of the Beaufort Fisheries site.
METHODS OF CONSTRUCTION
Dock and bulkhead construction will be by conventional marine construction methods. Most
dock construction will take place from the water side with barge mounted equipment and
access. Pile driving and dock installation will be accomplished with barge mounted equipment.
Bulkhead construction will take place mainly from land.
Excavation will utilize a barge mounted excavator on the water side of the bulkhead. Dredged
material will be offloaded on site and disposed at an upland site approved by DCM. Shoreline
restoration excavation will utilize traditional construction equipment. Upland excavation will be
conducted in the dry.
The existing bulkhead will be removed after all excavation is complete to minimize sediment
suspension.
?d k f 'X Y ry y
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Moreheaa i$ j?.
Front Street Village-Phase 1 January 11, 2008
Major CAMA Permit Application - Narrative Page 5 of 6
PROJECT SCHEDULE
After the required CAMA Major permit is obtained, construction of the dry stack facility will
begin. It is anticipated that the dry storage facility and other waterfront improvements will be
constructed during 2008.
COMPLIANCE WITH THE N. C. ENVIRONMENTAL POLICY ACT
The work proposed as part of this application is private development and does not involve
expenditure of public funds. Since the project involved construction of no more than 10 boat
slips, review under N. C. Environmental Policy Act is not required.
ADJACENT RIPARIAN PROPERTY OWNERS
Town of Beaufort
215 Pollock St.
Beaufort, North Carolina 28516
Moerhing Group Holding
PO Box 660
Beaufort, North Carolina 28516
[J{j
cif
Front Street Village-Phase 1
Major CAMA Permit Application - Narrative
January 11, 2008
Page 6 of 6
eeN MP-1 o _ s 2 2
f4
APPLICATION for
i,
Major Development Permit 'ilv DO
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Front Street Village, L L C Front Street Village and Marina
Applicant 1: First Name MI Last Name
Charles Oliver, II
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
80248 Raleigh NC
ZIP Country Phone No. 'FAX No.
27623 USA 919 - 941 - 8400 ext. 919 - 941 - 8406
Street Address (if different from above) City State ZIP
2500 Front St. Beaufort NC 28516-
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Coastal Science And Engineering
Agent/ Contractor 1: First Name MI Last Name
Jeremy Ganey
Agent/ Contractor 2: First Name MI Last Name
Bill Forman
Mailing Address ox City State
=1643 Morehead City NC
ZIP Phone No. 1 Phone No. 2
28557 252 - 222 - 0976 ext. - ext.
FAX No. Contractor #
252 222 0967 2255
Street Address (if different from above) City State ZIP
1209A Arendell St Morehead City NC 28557-
Email
[e-mail]
<Form continues on back>
2S,_,2 ZG,R-:2603 .. 'I F,8 -4gCCP ST .. YVEL4rvf.rtccoas'taI2't inags€€•ent.net
Form DCM MP-1 (Page 2 of 4)
1 3
1
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret 2500 Front St ;T0;ri iD a, I NC 1310
Subdivision Name City State Zip
N/A Beaufort NC 28516-
Phone No. Lot No. (s) (if many, attach additional page with list)
N/A - - ext. N/A, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Taylors 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 Back Sound/ North 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 ETJ
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
665 total (210 Phase 1) 356,204 total (136,800 Phase 1)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) +4 to +10 NAVD 88 ®NHW or ?NWL
e. Vegetation on tract
Small pockets of shrub/scrub, mature southern live oaks, small grass areas, coastal wetlands, and Section 404 species
f. Man-made features and uses now on tract
Fish processing facility with appropriate warehouses for equipment storage, administration building, sleeping quarters, fish
oil and fuel storage tanks, commercial docks, boat railway and launch area, wharf, mooring dolphins. The fish processing
plant ceased operations in 2005.
g. Identify and describe the existing land uses adiacent to the proposed project site.
The Town of Beaufort owns and NCWRC operates a public boat launching facility and recreation area on the western
adjacent property. Atlantic Veneer (Moerhing Group Holding) is on east.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
IW (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?
<Form continues on next page>
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Form DOM MP-1 (Page 3 of 4)
v APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?No

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(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
On site septic systems
o. Describe existing drinking water supply source.
On site well supply system
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ?Public/Government
?Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This project will serve the public by providing boat storage in a dry stack facility and 9 staging slips.
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.
Typical upland building and marine construction. Upland construction equipment will be stored at an upland site. Marine
construction equipment will be stored on barge tied to existing wharf and will be removed after construction is complete.
d. List all development activities you propose.
Development activities associated with this project include excavation of area shown on Sheet 5 (approximately 6,000 cy of
total material), construction of 270 linear feet of bulkhead, construction of 9 boat slips, construction of a 234 dry stack boat
storage facility, contruction of a 68 psace (19,800 sf) gravel parking lot, 2,700 sqare feet of floating docks, and demolition of
existing buildings, pavements, bulkheads, and piers.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 1.87 ?Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ®No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Existing discharges are untreated stormwater sheet flow from site.
Proposed discharges will be treated stormwater.
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No UNA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
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Form DCM MP-1 (Page 4 of 4)
s:
APPLICATION for
Major Development Permit

6. Addidonallnformation %wity . ,
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Town of Beaufort Phone No. 252-728-2141
Address 215 Pollock St Beaufort, NC 28516
Name Moerhing Group Holding Phone No. 252-728-3160
Address P.O. Box 660 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.
Permit No. 86-75, Beaufort Fisheries Inc., 06/03/1975 Permit No. 180-90, Beaufort Fisheries Inc., 12/04/1990
Permit No. 214-76, Beaufort Fisheries Inc., 05/18/1979
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date January 11, 2008 (rev. Feb. 28, 2008) Print Name Jeremy G. Ganey
Signature
/ Co- 411-1
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
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net
Form DCM MP-2
EXCAVATION and FILL

(Except for bridges and culverts), u,
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sectio sf thi iip,,,
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length -175' to -270

Width -64' to -81' 1' to -r40'
Avg. Existing -4ft NA NA +4ft
Depth
Final Project -8ft NA NA -8ft
Depth
1. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Mud (aqueous excavation), Mostly sandy soil (upland
4,340 cy NLW excavation)
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
NCW 595 ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
Establish adequate depths for boat access. Coastal wetlands
will be removed as a result of railway basin demolition.
d. High-ground excavation in cubic yards.
2,008 cy
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
To be determined by contractor and approved by DCM N/A
c. (i) Do you claim title to disposal area?
?Yes ?No NNA
(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 (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL NNone
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
?Yes NNo ?NA
(ii) If yes, where?
(i) Does the disposal include any area in the water?
?Yes NNo ?NA
(ii) If yes, how much water area is affected?
252-808-2808 :: 1-888-4RCOAST :: www.ncconstailmanagement_net revised: 12/26106

3. SHORELINE STABILIZATION ?f=ction not appli ' I
(If development is a wood groin, use MP-4 - Structures)
z
A TVnP of shnrPlina s}a hili7atinrr b. Lef1OYh: 270 ft
®Bulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: 0
e. Type of stabilization material:
Steel, concrete, or composite plastics
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill N/A Riprap N/A
Breakwater/Sill N/A Other N/A
i. Source of fill material.
N/A
?J
Width: 1 ft
d. Maximum distance waterward of NHW or NW(. 1=uradd)'
existing NHW °? ?••"'
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Slight to moderate erosion is occurring to the marsh areas from
wind, current, and motor boats.
h. Type of fill material.
N/A
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? nYes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(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:
15. 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)?
In accordance with sedimentation and erosion control plan, by use Dredging equipment may employ dragline or excavator, disposal
of BMP as per approved erosion control plan. to floating barge, handled by excavator to trucks and disposal
at a location approved by DCM prior to use.
c. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ®No ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
January 11, 2008 (rev. Feb. 28, 2008) Project Name
Date
Front Street Village - Phase 1
Jeremy G. Ganey
Applicant Name
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ppIic t Signature
p. ;
1i
r;
252-308-2808:. 1-888-4RGOAST :: www.nccoastalmanagement.net revised: 12/26/06
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
1 Dry stack storage facility, 1 gravel parking lot
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes NNo ?NA
b. Number of lots or parcels.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
1.87 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
concrete, gravel
(ii) If yes, list the date submitted:
Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
walkway, portion of dry stack storage facility and boat lift
load/unload area - 5% (Phase 1) and 2% (total)
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
?Yes ®No ?NA
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
61% (Phase 1) and 24% (total)
j. Describe proposed method of sewage disposal.
Septic tanks
Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Sand filters will be placed on both sides of load/unload area
to catch wash down and some surface runoff. Other
surface runoff will be collected and treated by a
stormwater management plan that meets or exceeds
NCDWQ Stormwater regulations.
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ®No ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ®No ?NA
If yes, attach appropriate documentation.
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m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
On site water well system
o. When was the lot(s) platted and recorded?
1925?
c

14/g. w
n. (i) Will water be impounded? ?Yes LJgd ®NA -
(ii) If yes, how many acres?

p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
January 11, 2008 (rev. Feb. 28, 2008)
Date
Front Street Village - Phase 1
Project Name
Jeremy G. Gainey
Applicant Name
Aplican(signature

252-808-2808 :: 1-888-4RCOAST :: wvvvv.nccoastalrnanagement.net reviser: 12/26/06
Form JCM MP-4
STRUCTURES
(Construction within Public Trust Areas)

i-ri
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:
NCommercial ?Public/Government []Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 2 articulated gangways
(iii) Length 50 ft
(iv) Width 6 ft
(v) Floating ?Yes RNo
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 2
(iii) Length 90
(iv) Width 8
(v) Floating ®Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
9
(ii) Number of slips existing
None present, historically between 10 to 20 boats have
moored at facility during various times of year. State
Permit # 86-75 states there are 3 existing slips, but slip
locations are not specified.
L 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: 18-50 ft
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
2
[]This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ?No
(v) Floating ®Yes ?No
d. (i) Are Finger Piers included? ®Yes ?No
If yes:
(ii) Number 6
(iii) Length 35 ft
(iv) Width 4 ft
f. (i) Are Boatlifts included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
® Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 9
® Dry storage; number of boats: 234
? Boat ramp(s); number of boat ramps:
® Other, please describe:
Fuel and marine supplies
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed types
1. (i) Will the facility be open to the general public?
®Yes ?No
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?
a ?i
F. DOCKING FACILITY/MARINA OPERATIONS CI'ThiiI soctonAl applic file
a. Check each of the following sanitary facilities that will be included in the proposed project. y
VY
E Office Toilets
-
® Toilets for patrons; Number: 4; Location: In dry stack facility
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
On site treatment and disposal

c. Describe the disposal of solid waste, fish offal and trash.
Carteret county solid waste diposal

d. How will overboard discharge of sewage from boats be controlled?
Not permitted by owner

e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
2 - One at the head of each access dock
(ii) Give the location and number of "Pumpout Available" signs proposed.
No pumpout is planned at this time
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
No industrial activities will be permitted in or near the water
g. Where will residue from vessel maintenance be disposed of?
As part of solid waste disposal
h. Give the number of channel markers and "No Wake" signs proposed. No additional markers proposed
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quali ty.
Fueling facilities will be located on floating dock connected to upland underground tanks
j. What will be the marina policy on overnight and live-aboard dockage?
There will be no overnight and live-aboard dockage permitted at this facility.

k. Describe design measures that promote boat basin flushing?
Open water boat docks
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 ENo
25 2-808-2808 :: 1-888-4RCO AST :: wwwr.nccoastaimana?ement.net revised: 12/27/06
y ., m 7,7n- F
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
SCW 0 ?SAV ?SB
?WL []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
egetat,Af)h?lbot?t , w
®No
J ,L') j toY
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 dnpline 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 ®This section not applicable
a. Is the structure(s):
[]Commercial ?Public/Government []Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06
a. Proximity of structure(s) to adjacent riparian property lines
15 ft
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
varies from -300 to -515 ft, Taylors Creek widens to
greater than 700 ft along Beaufort Waterfront
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
160 ft to West and 30 ft to East
d. Water depth at waterward end of structure at NLW or NWLf"
8ft¢
I
wti,t l?r? .,
8. OTHER ®This section not applicable
a. Give complete description:
January 11, 2008 (rev. May 8, 2008)
Date
Front Street Village - Phase 1
Project Name
Jeremy G. Ganey
Appl' ant Name
plicant Signature
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanauement.net revised: 12/27106

Front Street Village
December 20, 2007
N.C. Division of Coastal Management
400 Commerce Street
Morehead City, NC 28557
Re: Front Street Village, Phase 1
Beaufort, Carteret County, North Carolina
To Whom It May Concern:
Y ?
¢.+s t ; a
VC,
This letter authorizes Coastal Science & Engineering, P. 0.
Box 1643 and James W. Forman, Jr., P.E. to act on behalf of
Front Street Village, -LLC on matters related to the Major CAMA
Permit, Stormwater Management Permit, Erosion Control Permit
and other matters related to securing approval from the State
of North Carolina for construction of improvements on the site
at 2500 Front Street, Beaufort, North Carolina, the site
formerly known as Beaufort Fisheries.
Regards,
.f'4
Charles Oliver, II
Member Manager
Front Street Village LLC.
Owner

Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
Jeffrey J. Crow, Deputy Secretary
March 3, 2008
Charles Oliver
North Carolina Department of Cultural Resources
State Historic Presery?
Peter . dbeek,dminrs
' Office of Archives and History
?°
Division of Historical Resources
h David Brook, Director
Front Street Village LLC
P.O. Box 80248
Raleigh, NC 27623
l
Re: Underwater Archaeology Remote-Sensing Survey at the Front Street Village Development Site,
Carteret County, ER 08-0610
Dear Mr. Oliver:
Thank you for sending the report by Tidewater Atlantic Research (TAR) for the above project. During the
course of the remote sensing survey, TAR located no submerged archaeological sites within the project area.
We, therefore, recommend that no further archaeological investigations be conducted in connection with this
project.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill-Earley, environmental review coordinator, at 919/807-6579. In all future
communication concerning this project, please cite the above referenced tracking number.
Sincerely,
1?a' &-let
rcce:le r San dbeck
Tidewater Atlantic Research
Doug Huggett, Division of Coastal Management
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599
DRAWING TITLE
LOCATION
CLIENT
FRONT STREET VILLAGE LLC
PO BOX 80248
RALEIGH, NC 27632

COLUMBIA _MOREHEAD_GTY do," e?

Coc tal Science U Engineering

SCALE: AS SHOWN
DATE: 01/11/08
DRAWN BY.- JGG
APPROVED BY.- JVVF
PROJECT#: 2255

L SHEET#
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2 DCM REVISION JWF 04/04108 Coastal Science & Engineering EXISTING CONDITIONS DRAWN BY:
PO BOX 1643 2500 FRONT STREET PHASE 1 APPROVED BY, JWF
MOREHEAD CITY, NORTH CAROLINA 28557 BEAUFORT, NC 28516
PHONE [phone] PRaECrx
NIF
TOWN OF BEAUFORT
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PIN 7315-0528.2401.000
363066 SF
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IPF
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DB 1160 PG 206
PIN 7315.0518.7149-000
TIE LINE ONLY
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Not For Construction
NOTE, ?(???A? ?,j
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PERFORMED BY TRUELINE SURVEYING, TITLED sT FR
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1 LEGEND
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EXISTING 404 WETLANDS
r r : r EXISTING COASTAL WETLANDS
AEC AREA OF ENVIRONMENTAL CONCERN
CAMA COASTAL AREA MANAGEMENT ACT 1974
CONIC CONCRETE
EX EXISTING
NHW NORMAL HIGH WATER
RNV RIGHT-OF-WAY
SR STATE ROAD
TYP TYPICAL
IPS
PIP N/F
522°0028 W
ATLANTIC VENEER CORPORATION
DB 594 PG 67 8+
PIN 7315.0638.2563-000 AAs
I 61.0' 61.0'
t0 .0' NIF
Z TOWN OF BEAUFORT
J PIN 7315.0517.5963-000 /
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ASPHALT BEAUFORT FISHERIES, INC
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363066 SF
8.335 AC
NO. REVISION BY DATE
1 DCM REVISION JWF 0212608
2 DCM REVISION JWF 0410408
3 DCM REVISION JIFF 050608

COLUMBIA MOREHEAD CITY= C,SE
Coasral Science & Engineering
PO BOX 1643
MOREHEAD CITY, NORTH CAROLINA 28557
PHONE [phone]
FAX [phone]
NIF
TOWN OF BEAUFORT
PIN 7315.0517.5963-000
60.0' R1W (PUBLIC)
METAL BUILDING
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PR ., w I DATED AUGUST 16, 2007,
CONC
CLIENT:
FRONT STREET VILLAGE LLC
2500 FRONT STREET
BEAUFORT, NC 28516
- 60.0' RAN (PUBLIC)
NIF
TRACT 2
BEAUFORT FISHERIES, INC
DB 80 PG 19
PIN 7315-0528.2401-000
724552 SF
16.633 AC .
M I I I
IPS
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NIF G?S
I£ ATLANTIC VENEER CORPORATIONoo -
DB 594 PG 67
PIN 7315-0638.2563.000
SCALE: V= 100' Drawings For Permitting Only
PIP 50 0 50 100 Not For Construction
PROJECT
FRONT STREET VILLAGE & MARINA -
PHASE 1
LEGEND
® BUILDINGS TO BE DEMOLISHED
CONCRETE TO BE REMOVED
® UPLAND EXCAVATION
EXISTING COASTAL WETLANDS
AEC AREA OF ENVIRONMENTAL CONCERN
CAMA COASTAL AREA MANAGEMENT ACT 1974
CONIC CONCRETE
EX EXISTING
RM RIGHT-OF-WAY
SR STATE ROAD
TYP TYPICAL
DRAWING TIRE:
DEMOLITION PLAN
SCALE'. SHEETA
AS SHOWN
DATE:

DRAWN BY:
BMF 3
APPROVED BY:
JWF
PROJECT" 2255
OF'. 10
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N/F
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17 404 WETLANDS
LPRANA?TEWATER DISPOSALAREA
PREL RY, SUBJECT TO SOIL TESTING

60.0' RM PUBLIC
NO.
REVISION
BY
DATE
-COLUMBIA-®nMaREHEAO CITY= Or
CLIENT:
PROJECL
DRAWING TITLE. SCALE:
AS SHOWN SHEETAr

i

DCM REVISION

2
26
6 . DATE
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=
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FRONT STREET VILLAGE LLC
FRONT STREET VILLAGE & MARINA - .
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3 DCM REVISION JWF 05/06/06 g
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PO BOX OX 16 1643 2500 FRONT STREET PHASE 1 SITE PLAN BMF 04
MOREHEAD CITY
NORTH CAROLINA 28557 NC 28516
BEAUFORT APPROVED BY:
,
PHONE [phone] , JWf
FAX [phone] PROJECT# 2255
OF 10

LEGEND
/..•• . _ _`';c OFFICE @ ?Fi c1 y
ao CONC CONCRETE
?' , \ < BTM LEVEL ?1W r?qJ_ 2008 CY CUBIC YARDS
1 4 s.......?.
EXISTING
LF LINEAR FEET
o.o'h• RE REINFORCED
.. \. ••. ''••. ? ,, ........... h SF SQUARE FEET
SHORELINE ................... ?.........
EXISTING CONTOUR
%
PROPOSED CONTOUR
O GRASS
,L1LL AM& aM& au 4111.. 4" ?J
\ `'• _ _ _ _ _ _ ';Y = _ : B _NEW 30, C O COASTAL WETLANDS
?. .?. ¦M 4M 449M allr ,?. •. ,?. .m AMq BUFF
ER : ® DREDGE AREA
REIN. CONC SLAB i UPLAND EXCAVATION
, ': 'yam 5062 SF
NOTE: ELEVATIONS ?
RELATIVE TO NAVD88
?..
am .9111 lmft .. VERTICAL DATUM ?. A
o.o ,M. NEW BULKHEAD ........
' ........:? ^:..-::. .?..? ...... .... ......... •.:'! .. ? ? 249 LF
X \ / /':• 'tom / . , / //.: / /_ ?Q /
\ \ / EX BULKHEAD
-4.0 ....... \ :' TO BE REMOVED X"':.
RAL ' UPLAND EXCAVATION AREA
CHA
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ACK ........ f..>\........ \ `.• / / \... ,
-?? LINE
. y:
X
/......\.... / I .
10.0..........,, \......
..................?.............
12.0.......,. / ,::'?::;j\ \ EX PIER
V 'r. TO BE REMOVED
DREDGING LIMITS ........ ............. .............. ...
-8.0 DEPTH . ........, ?:.. \ ,?..../.....\ ?.?' .. / \ \ f '.. ':: :.
- ?......... .....:?... ......,x \/ 40 ,
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6,300 CY : /\ >?......
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N LW .............
! ............ ''. A <.. ' "••.- '';', `•..? o :::::::`
18.0 ............... 15.0'RIPARIAN''SETBACK
1
SCALE: 1" = 40' ...... Drawings For Permitting Only
••.. ;1n1,1'.•
Construction
20 0 20 40 .......... Not For ......
PROJECT TITLE: PREPARED FOR: DRAWING TIILE.,
FRONT STREET VILLAGE, LLC DREDGING PLAN
FRONT STREET VILLAGE & MARINA - PHASE 1 2500 FRONT STREET
BEAUFORT, NC 28516
SCALE: SHEET N.
AS SHOWN
DATE: 11 JAN"

2
REV 28 FEB 008
8
REV
04 APR
08

DRAWN BY: O?
BMf
PROJECT #
2255 OF 10
// ..... It LEGEND
:Y /SAND FILTERS ' REIN REINFORCED
/ ! • ....?....... .. \• '` ?/ SF SQUARE FEET
® DOCK NUMBER
It
Y %
..... PROPOSED CONTOUR
?,.
\..., r" r...... i LIFT STATION 0 GRASS
..........
COASTAL WETLANDS
............... .
GRASS
r `
f
4
.\ .. ? ?{ Y ? ??r ? •? ? ? AREA
\,? ??•Y` • i• .. `
NOTE: ELEVATIONS {! {?, NEW 30, CgM,q/ `
SHOWN RELATIVE TO Y,'? "", SUFFER 4
NAVD88 VERTICAL DATUM Y r 9 `
? : Y ?' •''?•. ? .. ... •..... ? • ?' REIN. CON SLAB ...............
(sue -
ARTICULATED ALUM GA"WAY
` Y
95 n,
::... o.oY ?..... ?......v 4 GRASS
............
PROPOSED BULKHEAD
AREA_. j
: -20 ............
...........
1.•......'?
:./
f.............?........... ' 4. \
DOCK NUMBER, TYP 4 ° Z 27.0'
............. ? 95.0' 8.0'
?FDERAL C 35.0
NNEL SE ® 17.0
TBACKL/NE 7.5' 50.0'
ao ;•........... ?O 46.0' c
I o i
Q0 c \..,..,.. 0 EX BULKHEAD
..................
......, /?•....... ° ....,.. 0. f, E REMOVED
TIMBER ....... ........35 7--
..........
•. , -? 35.0 ......... NHW
'•
.............'...... ........... / o1: 0
1
MOORING PILE ' I
17 5'
8.0 ...........
?zo 4 EX PIER ?.... a.o
O...... 43.0' .. O ......... TO BE REMOVED:`!' •...??: ?,?, .?
HgNN . '' -NLW
BO ?" ,ao .... /..T..........;`.
.o ............... ?NDgRY .. .. FUEL DISPENSER
TIMBER ?-
`LINE 15.0 RIPARIAN SETBACK
FLOATING DOCKS MOORING PILE
SCALE: 1"=40' •...: ••? ? ? 3010 SF '''? ::': ..... --?:?- ,?,?•• ?,?.
:..... s For, Perml
`•.. '`4::... DraWjn nly
. 9
20 0 20 40 Not FQr'Const on
:.....
?.
PROJECT TITLE: PREPARED FOR: DRAWING TITLE: SCgLE. AS ?? EE a
FRONT STREET VILLAGE, LLC DATEwq a r A-/C?
FRONT STREET VILLAGE & MARINA - PHASE 1 2500 FRONT STREET DOCK PLAN DRAWNRY
BEAUFORT, NC 28516
PROJECT V
2255 OF 10
LEGEND
CONCRETE SLAB EL ELEVATION
EL. 7.0 EX EXISTING
- - /
EX GROUND MIN MINIMUM
NHW EL. 1.12
NHW NORMAL HIGH WATER
NLW EL
-1
96

EL. -5.1 .
.
NLW NORMAL LOW WATER
EL.
UT MATERIAL TO BE
E REMOVED
PROPO SED DREDG
C
MIN TIP EL. -30.0
PROPOSED
BULKHEAD
NOTE:
SECTION A-A ELEVATIONS SHOWN RELATIVE TO
SCALE: I"= 20' NAVD 88 VERTICAL DATUM.
COASTAL WETLANDS 10.9'
26.6'
EL. 7.
------------
EX GROUND
NHW EL. 1.12
NLW EL. -1.96
/
/
EL
-8
0 n
_ .
.
3
_ MATERIAL TO
BE REMOVED
a Ap PROPOSED DREDGE CUT
OIL MIN TIP EL. 4D.0
_
c
01 CX, SECTION B-B
.moo rr•s
SCALE: 1" = 20'
Drawings For Permitting Only
?w
- ??
Not For Construction
ff
AOL P T TITLE: ` PREPARED FOR.• DRAWING TITLE: SCALE: 1' = 20' SHEET#
FRONT STREET VILLAGE, LLC
PROFILES DATE 1 JAN 08
REV 26FEB08 7

FRONT STREET VILLAGE & MARINA - PHASE 1
2500 FRONT STREET
DRAWN BY.
BMF 07
BEAUFORT, NC 28516 PROJECT#. 2256
OF 10

CONCRETE SLAB
'-- TIE-BACK ROD
MANTA-RAY
GROUND ANCHOR
i
EL. -8.0'
- CONCRETE CAP
EL. 7.0'---&
' ?-- STEEL SHEET PILES
MIN TIP EL. -30.0's
.? BULKHEAD
SCALE: 3/16" =1'-0"
8 0"
GUIDE PILE CAP, TYP
EL. 12.0' n
FLOATING DOCK
STRUCTURE
_ AWL - - -
EX OR DREDGED
BOTTOM
LEGEND
EL ELEVATION
EX EXISTING
MIN MINIMUM
NHW NORMAL HIGH WATER
NLW NORMAL LOW WATER
TYP TYPICAL
20" MIN FREEBOARD
____. NHW EL_ 1.
NLW EL. -1
8'±
"1- 14" PRESTRESS CONCRETE GUIDE PILE
MIN TIP EL. -43.0' n
SECTION C-C
SCALE: 1/8" =1'-0"
Drawings For Permitting Only
Not For Construction
40'-0"
MAXIMUM
C"t
g?
€y
fi.
STEEL FRAME BUILDING
12" THICK
CONCRETE PAD
65'-0"
SECTION D-D
SCALE: 1/32" =1'-0"
PHASE I PARKING
58'-0" -
11'-0"
4'-0"
6'-0 I -? CONCRETE SIDEWALK
7,
1 1
/-2
Drawings For Permitting Only
Not For Construction
PROJECT TITLE: PREPARED FOR., DRAWING TIRE.
FRONT STREET VILLAGE, LLC DRY STACK
FRONT STREET VILLAGE & MARINA - PHASE 1 2500 FRONT STREET BUILDING SECTION
BEAUFORT, NC 28516
SCME: SHEEP"
AS SHOWN
DATE
26 FEB 08
DRAWN BY.
O 9
BMF
PROJECT"
2255 oE:1o
DRAWING TITLE
"EX. SLIP CONDITIONS"
CLIENT.'
FRONT STREET VILLAGE LLC
PO BOX 80248
RALEIGH, NC 27632

COLUMBIA MCEtE4Ed6-CITY- CSC

CoosCai 3` ?;'c? F; Ertoi Neril?y

SCALE: AS SHOWN
DATE: 04110108
DRAWN BY.- JGG
APPROVED BY.- JWF
PROJECT* 2255
SHEET #
10
OF: 10

1.
Project Area
?r.
P?
?i 1 Ii
CONWAY ROAD LENNOX4ILLE
POINT ROAO
PROPERTY SHOWN HEREON IS PARTIALLY AS SHOWN
LOCATED IN A FEMA DESIGNATED FLOOD-ZONE.
FEMA FLOOD HAZARD PANEL NO. 3720731500 J
EFFECTIVE DATE: JULY 16, 2003 IF
1 VICINITY MAP (NOT TO SCALE)
WETLANDS
ULJ
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NUMBER DIRECTION DISTANCE
L11 S10'17'47-W 11.84'
L12 S35'20'35W 15.48'
L13 S41'50'27'W 16.40'
L14 5070; 66'W 28.55'
L15 S28'50'04"E 9.53'
L16 S08'50'09"W 38.48'
L17 S15*34'17 W 29.93'
L18 519'18'06'W 33.62'
L19 S04'43'00'W 37.67'
L20 S26'07'41 'W 22.37'
L21 S09'01'68'W 38.50'
L22 529'08'31"E 32.03'
L23 S31'15'43"E 25.94'
L24 513'23'53"E 16.81'
1-25 512'18'15"E 17.89'
L26 S10'57'251W 25.81'
L27 S21'32'18"W 13.38-
L28 S13'07'35 W 16.09'
L29 509'38'24"E 11.14'
L30 S16'28'1VIE 14.11'
L31 S13*17'34'E 13.88'
L32,, -- S48'32'08'E 24.14'
i S54'23' 2"E 17.00'
LS4, 524.40.59-E 26,58'
C35' 309'36'56"E 17.20'
q6--- N82'43'42"E 33.24'
uj -.1
NUMBER DIRECTION DISTANCE
L37 N7706'32"E 13.69'
L38 S19'15'50'W 19.15'
L39 S78'29'44"W 220.99'
L40 S6718'1 1"E 10.13'
L41 552'51'31 "E 3.93'
L42 N7D'00'51"E 10.93'
L43 N8710'58"E 32.83'
L44 S44'24'37"E 7.19'
L45 N79'20'29"E 9.32'
L46 S18'51'34"E 9.57'
L47 N49'54'34"E 24.70'
L48 N28'05'46"E 23.67'
L49 N55713'36'W 12.03'
L50 N08'24'02"E 19.59'
L5 NN24'58'08"E 17.90'
L52 NOt'04'13'W 13.78'
L53 N18753'14"E 17.28'
L54 N14'12'44"E 36.23'
L55 N1730'42'W 25.99'
L56
N21'55'21 'W
50.65'
L57 N06'03'22"E 20.76'
L58 NOS34'24 W 32.50'
L59 N2746'41'W 16.55'
L50 N25'07'37"E 23.52'
L61 N28'31'55"E 38.78'
Lot N31'18'46"E 20.88'
WETLANDS CERTIFICATE
N/F
TOWN OF BEAUFORT
PIN 7315-0517-5963-OOC
NUMBER DIRECTION DISTANCE
L63 N25'34'05"E 17.07'
L64 N02'39'52"W 28.11'
L65 N13*57'14"E 43.39'
L66 NO3'17'27"E 31.13'
L67 N24704'05"E 23.27'
L68 N08'46'1 2"E 16.85'
L69 NOO'29'36"E 19.25'
L70 572'27'14"E 1 35.09-
C71 S84-28'21 -W 19.02'
L72 S89'22'38"W 56.18'
L73 N78'06'41 "W 23.71'
L74 N70'4236 W 25.88
L75 N79'22 '49'W 9.94'
L76 N66'58'28'W 64.97'
L77 N66'24'01'W 28.03'
APPROXIMATE LOCATION
100 YEAR FEMA FLOOD 3e
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT PURSUANT TO THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION
MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS
THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR
A PERIOD OF FIVE YEARS FROM THIS DATE.
100 0 100
TAYLOR CREEK
OWNER: BEAUFORT FISHERIES, INC.
P.O.,, OX 240
6rf,jN.C. 28516
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IP IRON PIPE FOUND
RON P
PE S
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? CMF CONCRETE MONUMENT FOUND
n{?J 0 PKNF PARKER-KALON NAIL FOUND
PNKS PARKER-KALON NAIL SET
- - - - - - - - - - 30' CAMA BUFFER
------------- NORMAL WATER LINE
- - - - - - MEAN HIGH WATER LINE
MEAN LOW WATER LINE
APPROXIMATE LOCATION
100 YE4R FEMA FLOOD
,IPF- .?MHWL
I
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NUMBER DIRECTION DISTANCE
L1 N56'57'02'W 114.44'
L2 S48'33'42'W 160.90'
L3 N68'06'22",N 262.46'
L4 N52'16'55°'N 107.43'
L5 N65'01'42W 83.26'
L6 N27'21'05"W 41.90'
L7 N05'25'1 5'E 30.52'
L8 N72'58'41 'W 23.79'
L9 N17.02'25"E 29.89'
L10 519'15'50'W 20.82'
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BEAUFORT TOWNSHIP, CARTERET COUNTY PB
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205 'NEST MAIN STREET
CLAYTON, N.C. 27520
TELEPHONE: [phone]
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www.truelinesurvepng.com
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CWR KPG 1 of 1