20080922 Ver 2_CAMA Application_20110510

Beverly Eaves Perdue
Governor
r A, 2,
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Greson
Director
u2
Dee Freeman
Secretary
NC DWQ 401 Unit
May 4, 2011 1650 MSC
Raleigh NC 27699-1650 --a ` c
MEMORANDUM: ,
TO: Division of Water Quality
FROM: Doug Huggett r
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Edgewater Properties, Inc. (Front Street Village, Phase II)
Location: The project site is located at 2400 Lennoxville Road along Taylor's Creek,
Beaufort, Carteret County.
Proposed Project: The applicant is proposing a major modification to existing major permit #131-
08 and consists of high ground development with all infrastructure, bulkheads
and excavation. There has been a change in use of the area (previously a
menhaden factory, Beaufort Fisheries) to a commercial mixed use.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
05/25/2011. If you have any questions regarding the proposed project, please contact
Heather Styron at [phone]. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
400 Commerce Ave.: Morehead City: NC 28557--3421 One
Rhor?r;: 252-808-2808', FAX: [phone] Iriterrnet: www.nccoastalmanagement.net ?th[?{C?° o ina
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Edgewater Properties Inc (Front Street Village phase II)
2. LOCATION 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-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-4/18/11, 4/26/11
Was Applicant Present - No
Photos Taken - Yes
5. PROCESSING PROCEDURE: Application Received Complete - 4/8/11
Office - MHC
6. SITE DESCRIPTION:
(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
Planned - 78 room inn with outdoor pool, 56 multi-family
residential units, chapel, restaurant, all required
infrastructure (water, sewer, electrical), 136 space parking
area, transportation center with tavern, offices, golf barn,
timber raised walkways, bulkheads, groin and two bridges.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Coastal Wetlands N/A N/A 210 ft2 Shaded
(B) Jurisdictional wetlands N/A N/A 222 ft' Shaded
(C) Shallow Bottom 38,250 ft2 120 ft2 N/A
(D) High Ground N/A 677,793ft2 N/A
(E) Shoreline N/A 1,586 ft N/A
(D) Total Area Disturbed: 718,181 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
Field Investigation Report:
Edgewater Properties, Inc
Page 2 of 5
8. Project Summary:
The proposed project is a major modification to existing major permit 131-08 and consists
of high ground development with all infrastructure, bulkheads and excavation. There has been
a change in use of the area (previously a menhaden factory (Beaufort Fisheries) to a
commercial mixed use).
9. Narrative Description:
The Edgewater Properties, Inc (Front Street Village Phase II) project is located at 2400
Lennoxville Road in the Town of Beaufort, Carteret County. The site is found by turning right
off of Hwy 70 east (adjacent 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 parking areas, nine-slip open
water marina, excavation with soil disposal and concrete boat launch pad (all of which have
been constructed).
The commercial property is 24.62 acres in its entirety and is split 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, adjacent to Taylors Creek. 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 project is adjacent 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 joint line
within certain areas) along the 1,877' of shoreline. There are two sections of regularly flooded
parting
Coastal Wetlands adjacent to the property, mainly consisting of salt marsh cordgrass (S
alterni ora). 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 amplitude. The
project 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 Quality 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 Beaufort has designated this area as an "Urban Waterfront" as well. There
are no shellfish resources in the area. The Federal Channel Setback within this area of Taylors
Creek is 61'. Water depths within this project location range from -2'nlw to -12'nlw with an
average connecting water depth of 18.44' nlw. The bottom substrate is silty sand with shell.
Taylors Creek is approximately 404' wide at this location.
There is a shallow (< 6" nlw), non-navigable unnamed tributary that juts through the Field
Investigation Report:
Edgewater Properties, Inc
Page 3 of 5
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 and is 10' in width. The
bottom substrate within the unnamed tributary is silty sand with shell. It is bordered by Coastal
and Section 404 Wetlands on both banks.
10) Proposed Development:
The applicant wishes to demolish the existing structures known as the raw box and wharf,
excavate an area within Taylors Creek, excavate a portion of the high ground, construct
bulkheads with groin along Taylors Creek as well as along the banks of the unnamed
tributary. The bulkhead along Taylors Creek would be landward of the existing bulkhead
and would be constructed for the high ground excavation. The bulkheads along the
unnamed tributary would be new. They are also proposing multifamily
commercial/residential mix development as well. They propose to develop a total of 14.56
acres of upland for 56 multi-family residential units, a 78-room inn with pool, chapel,
restaurant, all required infrastructure (sewer, water, electrical), 136 space parking area with
pervious and impervious pavers, transportation center with tavern, offices, golf cart barn,
raised timber walkways and two timber golf cart/pedestrian bridges.
The impervious surface coverage would be 27.7% using the streets and sidewalks as 40%
impervious or 35.2% using the streets and sidewalks as 100% impervious within the 75
AEC. It would be 21.6% using the streets and sidewalks as 40% impervious and 35.2%
impervious using the streets and sidewalks as 100% impervious for the entire tract. Per the
applicant impervious surfaces would consist of concrete curbs, pervious pavers, asphalt
and roofing material for the buildings. The applicants have stated that they have submitted
plans to both the Division of Water Quality and the Division of Land resources on
3/24/2011.
Per the applicant, the high ground work would be phased construction and consist of the
following: Phase 2-1: Construction of the welcome and transportation facilities along the
north side of Lennoxville Road. Construct the pool with restroom facilities, a portion of the
bulkhead on the east side of the unnamed tributary, a temporary parking lot to serve the pool
and the completion of the north timber walkway and bridge along the south side of
Lennoxville Road. Phase 2-2: Construction of the first four buildings south of Lennoxville
Road along with the streets, sidewalks, and utility infrastructure (sewer, water, electrical).
Phase 2-3: Construct the row of buildings along the west side of Phase II as well as the streets,
sidewalks and utilities. Phase 2-4: Construct the remaining buildings west of the unnamed
tributary other than the bistro and chapel as well as construct the bulkhead on the west side of
the unnamed tributary. Phase 2-5: Construct the chapel, bistro and associated utilities (sewer,
water, electrical) as well as the bulkhead with groin and remaining timber walkways and
bridge along Taylors Creek. Phase 2-6: Construct the inn and the reminder of the bulkhead
along the east side of the unnamed tributary.
The 136 space parking area would be located on the North side of Lennoxville Road and
would encompass an 80,000 ft' area. It would be approximately 760' above normal high
Field Investigation Report:
Edgewater Properties, Inc
Page 4 of 5
water and outside of the 75' AEC. The applicants have not stated what material would be
used for the parking area construction. The proposed 2 '/2 story Bistro would encompass a
3,969 ft2 area and retain a maximum height of 35'. It would be approximately of 5'- 10'
landward of normal high water. A slatted, raised timber walkway would
encompass all sides of the Bistro as well as run along the eastern and western bulkheads.
The timber walkway would vary in width depending on location (ranging from 10' wide to
20'wide) as shown on drawing 8 of 16 by Bay Design Group dated 4/8/2011. The
residential multi-family units would encompass a total area of 53,650 ft2. The maximum
height of the buildings would range from 35' to 40' depending on location and would be a
minimum of 50' landward of normal high water. The 78-room inn would be 48,100 ft' and
a maximum height of 40'and 50' landward of normal high water. The offices would be
4,500 ft2, the tavern/welcome center 1,600 ft2, the golf cart barn 10,000 ft2, the chapel
2,500 ft2 and would be limited to a maximum height of 40' in order to be consistent with
the Town of Beaufort building and planning regulations. With the exception of the chapel
these buildings would be a minimum of 540' landward of normal high water. The chapel
would be a minimum of 50' landward of normal high water. The pool area would
encompass a total of 5,250 ft2 and would use pervious paver decking. The restroom
facilities for the pool would encompass a total area of 550 ft2 and be of single story design.
The pool and restrooms would be approximately 25'-35' above normal high water.
The applicants are proposing high ground excavation as well as maintenance excavation
within the shallow bottom habitat adjacent to the previously permitted and constructed
marina to the west. Currently the high ground excavation area is at an elevation of +12'
msl. Approximately 95' x 310' area (29,450 square feet) of excavation is proposed to a
final elevation of -10' and a final depth of -8' nlw. This would result in the removal of
about 7, 732 cubic yards of material. The existing bulkhead would remain in place until the
new bulkhead has been constructed. The shallow bottom excavation proposes a 75' x 510'
area and the removal of 5,693 cubic yards of silty-sandy material. The average water
depths within this area are -2' nlw with a final proposed depth of - 8' nlw. The connecting
water depths within this area are -12' nlw. The applicant has designated an additional spoil
disposal area on the north side of Lennoxville road. The dimensions of the spoil disposal
area would be approximately 30' x 500' (15,000 square feet) and located outside of the 75'
AEC.
In order to help stabilize the high ground excavation the applicants are proposing a steel
sheetpile bulkhead with concrete cap and 8' long tiebacks along Taylors Creek. It would be
516' long x 24" wide and above nhw. Once this bulkhead has been constructed the existing
bulkhead would be removed. A 2' x 60' perpendicular groin would be located on the east
side of the property and the west side of the unnamed tributary along Taylors Creek. Per
the applicants, its purpose is to help protect the existing wetlands in this area of the
shoreline. The groin would be a maximum distance of 60' waterward of normal high
water. They have not specified at this time what material would be used for construction.
They are also proposing to bulkhead along the banks of the unnamed tributary along the
east side of the property. The bulkhead, which includes 8' long tiebacks, within this area
would be steel sheetpile as well and would be 12" wide x 1,070' long. It would also be
located above nhw and approximately 5' to 15' landward of the existing Coastal and
field Investigation Report:
Edgewater Properties, Inc
Page 5 of 5
Jurisdictional Wetlands.
In order to access the property located on the east side of the unnamed tributary the
applicants are proposing two bridges. The north timber bridge would be 80' long x 12'
wide at a height of 5'-9' above the wetland substrate. It would shade a total of 180 ft2 of
jurisdictional wetlands and shade a total of 120 ft' of Coastal Wetlands. The south timber
bridge would be 65' long x 6' wide and a height of 5'-9' above wetland substrate also. It
would shade a total of 42 ft2 of Jurisdictional Wetlands and 90 ft2 of Coastal Wetlands. The
existing unnamed tributary within the north timber bridge area is not navigable even
though it is tidally influenced, due to shallow water depths (< 6" nlw) and its narrow width
(<10' wide). The south timber bridge may be partially navigable for canoes due to its width
(20') and deeper depths of approximately l' nlw.
9. Anticipated Impacts:
The maintenance excavation area would disturb 38,500 ft' of shallow bottom habitat and
remove 5,693 cubic yards of silty sand material from the shallow bottom habitat. These
shallow water areas would be deepened to a final depth of -8' nlw. Due to the tidal
amplitude within Taylors Creek there is a possibility of future request for additional
maintenance excavation. The excavation would cause an increase in temporary turbidity.
The high ground disturbance would excavate 7,732 cubic yards of material and fill 14.56
acres (including the spoil disposal site and bulkhead tieback area), however the potential
for impacts from the high ground excavation to open water are minimal due to the existing
bulkhead remaining in place during the excavation and would not be removed until
completion of the new bulkhead. The bulkhead along Taylors Creek and the unnamed
tributary would incorporate a total 1,586 linear feet of shoreline. The groin would
incorporate a total of 120 ft2 of shallow bottom habitat and extend a maximum distance of
60' waterward of normal high water. It has the potential to inhibit the migration of coastal
wetlands species to the west however it also has the potential to help coastal wetlands
migrate and flourish on the east side. The north and south timber bridge would shade a
total of 432 ft2 of jurisdictional and coastal wetlands however they should have minimal
impacts to the public since they would be elevated to a height of 5'- 9' above the wetland
substrate. The project would have a finished impervious percentage (depending on the type
of material used and whether the sidewalks and roads are used as 100% impervious or 40%
impervious) of 27.7% - 35.2 % within the AEC and 21.6% - 23.3% for the entire tract.
There should be improved drainage of this property due to the installation of new
stormwater management infrastructure.
Name: Heather M. Styron Date: 5/4/11 Office: Morehead City
North Carolina
Beverly Eaves Perdue
Governor
DATE: May 4, 2011
TO: Doug Huggett
FROM: Heather M. Styron 'I1James H. Gregson
THRU: Roy Brownlow
Director
MEMORANDUM
Natural Resources
Dee Freeman
Secretary
SUBJECT: Comments and Recommendations - CAMA Major Permit -Edgewater Properties Inc (Front Street
Village phase II), Beaufort, Carteret County
The following is my assessment and consequent recommendations of the above referenced proposal:
This proposal involves development of 14.56 acres of high ground, bulkhead placement, excavation and
bridge placement for Front Street Village phase II. Currently the property has Old timber wharf, smoke
stack, raw, box building, net wheel, 234 boat dry stack facility, concrete boat launch, marina, bulkhead
and parking areas in place. The applicant is proposing to demolish the existing structures known as the
raw box and wharf, excavate within Taylors Creek, excavate a portion of the high ground, install
bulkhead, bridge placement and high ground development (multi-family units, inn with pool,
infrastructure, tavern/welcome center etc.) The development conforms to the guidelines set forth under
15A NCAC 07H .0208 and 15A NCAC 07H .0209 with the exception of the groin length. However per
15A NCAC 07H .0208 (b) (9) (A) the length of the groin can extend more than 25' waterward if a longer
structure is justified by site specific conditions. The existing docking facility for the open water marina
area currently extends 110' waterward of normal high water. The adjacent waters of Taylors Creek are
closed to shellfish harvest and are not considered a Primary Nursery Area. This area has been classified as
an "Urban Waterfront" by the Town of Beaufort therefore the 30' buffer does not apply. Assuming that
state and federal agencies concur with the proposal, the District recommends the project be authorized as
proposed, contingent upon the following conditions:
1 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.
2 The disturbed areas will be properly graded and provided a ground cover sufficient to restrain erosion
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone]! FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer
NCDENR
Department of Environment and
Division of Coastal Management
NorthCarohna
Nahmallif
Edgewater Properties
Front Street Village-Phase II
Page 2
within 30 working days of project completion.
3 No vegetated coastal wetlands/marsh grass will be excavated or filled.
4 No excavated or fill material will be placed at any time in any vegetated wetlands/marsh or surrounding
waters outside of the alignment of the fill area indicated on the workplan drawing(s).
5. 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.
6. 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.).
7. The bulkhead shall remain landward of the coastal and jurisdictional wetlands. The existing bulkhead
shall remain in place during the high ground excavation and shall not be removed until the new
bulkhead has been completed.
8. The final excavation depth shall not exceed -8' nlw.
9. The bridge height shall remain at a minimum of 5' above the wetland substrate.
10. The groin shall not exceed a maximum distance of 60 waterward of normal high water.
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.ticcoastalmanagemeiit.net
An Equal Opportunity \ Affirmative Action Employer
No thCarolina
Nahind'y
EECE1 yE?
FRONT STREET VILLAGE - PHASE II AFr 201,
FRONT STREET VILLAGE, LLC bC o
BEAUFORT, CARTERET COUNTY, NORTH CAROLINA
PROJECT NARRATIVE
April 8, 2011
INTRODUCTION
The project site is an approximately 30.55 acre site located in 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 Front Street Village property is located on both the north and south
side of the Lennoxville Road at 2400 Lennoxville Road (Figure 1).
A Modification to Major CAMA Permit 131-08. This modification is requested under the Urban
Waterfront provisions of 15A NCAC 07H .0209 (g). The project site was annexed into the
corporate limits of the Town of Beaufort in 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 project into several phases. Phase One has been
constructed and consists of a 234 slip dry stack boat storage facility, a Boathouse shop that
contains a ship store and offices, and a concrete boat launch pad and two gravel parking areas
(Figure 2). Work under this permit for Phase II (Figure 3) will involve the demolition of the
building known as the raw box & wharf used by Beaufort Fisheries operations the and
construction of a building on approximately the same footprint, excavation of upland area along
Taylors Creek and dredging of Taylors Creek, construction of 516 +/- linear feet of bulkhead 24
inches wide along the Taylors Creek shoreline, 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 construction of
approximately 56 multi-family residential units, a 78 room Inn, chapel, restaurant and water,
sewer and utility infrastructure requirements to serve the residential and commercial
Front Street Village - Phase II April 8, 2011
Major CAMA Permit Application - Narrative Page 1 of 7
RECEPIED
APR 8 2011
development (Figure 4). Development on the north side of Lennoxville Road includes parking
for 136 vehicles, a transportation center with tavern, offices and a golf cart barn (Figu 3?CWMHDMY
Parking for Phase II facilities will be at the transportation center with golf carts used to access
facilities south of Lennoxville Road. The existing gravel parking area constructed in Phase 1 will
be redeveloped as residential and park areas in Phase II.
The project 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 project
on September 8, 2008. The proposed Phase II improvements are generally in accordance with
the approved PUD. A minor modification to the PUD will be required to accommodate minor
changes to the upland development.
PROJECT DESCRIPTION
Demolition and Removal - The project includes demolition and removal of approximately 182
+/- linear feet of timber bulkhead, 9,000 square feet of timber pier and wharf and the building
designated as the raw box (Figure 3). Also, the existing net wheel will be moved to another
location on the site for historic preservation. All of the facilities to be demolished are in the AEC.
Ground disturbance will be minimized during removal of those facilities. An Erosion Control
Plan has been submitted to the Land Quality Section, Wilmington, NC concurrent with this
application.
Excavation - The subaqueous 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). The upland area to be excavated is currently stabilized with a wooden bulkhead. That
bulkhead will be removed and a new one constructed on an alignment landward of the existing
bulkhead (Figure 5). The proposed bulkhead will be approximately 520 linear feet long with a
24 inch wide concrete cap. It will be constructed with steel sheets driven to a depth of
approximately -28 feet. The bulkhead will be supported with a Manta-Ray tie-back system
extending landward approximately 37 feet. The excavation of the material and construction of
the new bulkhead will take place prior to the removal of the wooden bulkhead. This is to
minimize sediment contamination into Taylors Creek. The high ground between the existing
and new bulkhead will be excavated to an elevation of approximately -10 feet. Excavated
Front Street Village - Phase II April 8, 2011
Major CAMA Permit Application - Narrative Page 2 of 7
?dECElyEB
APR ?011
material will be disposed of on-site on property owned by the applicant on the north side of
Lennoxville Road (Figure 6).
I)C f-
The two bulkheads that will be constructed along the creek that flows through the project site
will be approximately 1070' and 12" wide (Figure 8). The bulkheads will be used to stabilize the
shoreline on both sides of the creek (Figure 10), and for terracing the ground for landscaping on
the west side, and to provide an emergency access lane 26 feet wide on the east side of the
creek.
Upland Development - Phase Two of the development will include the construction of raised
timber walkways and two timber bridges of varying widths and lengths. Upland development
also includes the construction of approximately 56 multi-family residential units, a 78 room Inn,
chapel, restaurant and water, sewer, utility and stormwater management infrastructure
requirements to serve the residential development (Figure 3). On the north side of Lennoxville
Road, a 2.75 acre lot will be developed as part of a transportation center. The facilities will
include an entrance building, parking lot for guests to exchange motor vehicles for golf carts, a
small tavern, offices and a golf cart barn (Figure 4).
Construction of the upland development will require installation of underground water, sewer
and electrical utilities, building construction, stormwater management systems, landscaping and
paving. Potable water will be supplied by the Town of Beaufort. Wastewater will be collected
by gravity sewer, pumped to and treated at the Town of Beaufort's waste water treatment plant.
Stormwater from the site will be collected into nine underground sand filters where it will be
treated and discharged into Taylors Creek.
There will be two elevated walkways constructed of heavy timber that will cross the creek that
flows into Taylors Creek (Figure 3). The abutments for each walkways will be constructed
approximately 1 foot landward of the 404 wetlands delineation line with no construction in the
wetlands (Figure 10). A boardwalk will be constructed along the bulkhead on Taylors Creek
beginning near the proposed Bistro and will run along Taylors Creek then turn north and
connect to the south timber walkway. The south timber walkway will be seven feet wide which
includes a 6 foot wide walking surface and 6" handrails on each side. The south timber
walkway will attach to the eastern end of the Taylors Creek boardwalk, cross the creek and run
Front Street Village - Phase II April 8, 2011
Major CAMA Permit Application - Narrative Page 3 of 7
'E7VE?
APR 8 2011
north to attach to the north timber walkway. The north timber walkway will be 12 feet vide
which includes a railing on both sides to permit golf cart traffic (Figure 10). DcM- l
Bistro Building - The Bistro will be a two and half story building with approximately 10,000 s.f.
constructed behind the new bulkhead on Taylors Creek (Figure 8) on a footprint that
approximates the existing Raw Box Building. The total footprint of the remaining Raw Box
building is approximately 8,300 s.f. The original Raw Box Building had approximately 23,000
s.f. and extended some 290 feet landward from the existing building front on the wharf. The
building will house a restaurant, tavern, and meeting space.
Stormwater Management - Approximately 4.82 acres of impervious area will be constructed as
part of the upland development. However, most streets and sidewalks will be constructed using
pervious concrete pavers to reduce runoff from common rainstorms reducing net impervious
area to 3.5 acres. A state of the art stormwater treatment unit consisting of nine underground
sand filters will be used to treat stormwater from 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. The stormwater management plan has been
submitted.. Figure 15 provides a summary of impervious and pervious areas inside the 75 ft.
AEC.
EXISTING CONDITIONS
Site Topography and Hydrography - The topography of the upland development site is
relatively flat varying from 4 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 - Historically, the riverfront of the Beaufort Fisheries site was an industrial waterfront
site. Beaufort Fisheries ceased operations in 2005. The project area is located in the town
limits of the Town of Beaufort adjacent to the towns boat launching facility. The project is on the
waters of Taylors Creek, a federally maintained navigation channel. The remainder of the land
parcel is expected to be developed in accordance with the PUD approved by the Town of
Beaufort.
Front Street Village - Phase II April 8, 2011
Major CAMA Permit Application - Narrative Page 4 of 7
APR 8 .2011
sDCM-iHD crry
Wetlands - There are coastal wetlands that are on both sides of a tidal creek that runs throug
the east side of the property and along the shoreline of Taylors Creek just west of the boat
launching area. The wetlands along the creek through the property will not be affected by the
two bridge crossings. The bridge abutments for both bridges will be located landward at least 1
foot from the edge of the 401 wetlands line. A 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 project site to protect the coastal wetlands.
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
Beaufort Fisheries site was a factory that processed menhaden as a raw material to make fish
meal, fish oil, and high protein fish solubles.
Navigation - No fixed structures (as defined by the Army Corps of Engineers) will be placed
within the setback from the federal channel. 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 property has
not been dredged for many years because naturally occurring flows tend to maintain the
channel depths without the need for dredging.
METHODS OF CONSTRUCTION
Bulkhead construction will be by both conventional marine construction methods and working
from land. The bulkhead will consist of steel sheet piling with a concrete cap and a ground
anchors tie-back system.
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
excavation will utilize traditional construction equipment. Silt fencing will be used liberally to
protect the surface waters from sediment runoff. Upland excavation will be conducted in the
dry. The existing bulkhead will be removed after all excavation is complete to minimize
sediment suspension. Excavated material will be disposed of at a site on the existing north side
of Lennoxville Road.
Front Street Village - Phase II April 8, 2011
Major CAMA Permit Application - Narrative Page 5 of 7
APR 9 701E
DCAf A4H0 CM'
Construction of the two bridges crossing the stream and wetlands will be done from either side
of the wetlands. No construction equipment will be allowed to cross as it will not be necessary
for construction.
PROJECT SCHEDULE
After the required CAMA Major permit is obtained, construction of Front Street Village will be
broken into several sub-phases.
Phase 2-1: Construction of the welcome & transportation facilities along the
north side of Lennoxville Road, pool, a portion of the bulkhead on the east
side of the creek, a temporary parking lot to serve the pool and the north
timber walkway will be completed. Stormwater and other utility
infrastructure will be constructed to serve each sub-phase.
Phase 2-2: Construction of the first four buildings south of Lennoxville Road will
be completed along with the streets, sidewalks and utility infrastructure.
Phase 2-3: Construction of the row of buildings along the west side of Phase II
as well as the streets, sidewalks and utilities.
Phase 2-4: Construction of the remaining buildings west of the creek other than
the Bistro and Chapel. Also, construction of the bulkhead on the west
side of the creek will occur.
Phase 2-5: Construction of the Chapel, Bistro and associated utilities. The
bulkhead along Taylors Creek will also be constructed as well as the
remainder of the timber walkways.
Phase 2-6: Final phase will include construction of the Inn and the remainder of
the bulkhead on the east side of the creek.
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 additional boat slips
and only maintenance dredging, review under N. C. Environmental Policy Act is not required.
Front Street Village - Phase II April 8, 2011
Major CAMA Permit Application - Narrative Page 6 of 7
RECEIVED
ADJACENT RIPARIAN PROPERTY OWNERS (See Figure A) APR 8 2011
Town of Beaufort
215 Pollock St. DCM_MIDCrry
Beaufort, North Carolina 28516
Moerhing Group Holding
PO Box 660
Beaufort, North Carolina 28516
Front Street Village - Phase II April 8, 2011
Major CAMA Permit Application - Narrative Page 7 of 7
uM ?
WFLICATION for
Major Development Permit
(last revised 12127106)
worth Carolina DIVISION OF COASTAL MANAGEMENT
1. Orimary Applicant/ Landowner Information
i Business Name
Edgewater Properties, Inc. Project Name (if applicable)
Front Street Village - Phase II
Applicant 1: First Name
Charles MI Last Name
Oliver, II
Applicant 2: First Name MI Last Name
/f additional applicants, please attach an additional page(s) with names listed.
Mailing Address
2400 Lennoxville Rd. PO Box City
Beaufort State
NC
ZIP
28516 Country
USA Phone No.
919 - 941
- 8400 ext. FAX No.
919 - 941 - 8406
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Bay Design Group, P.C.
Agent/ Contractor 1: First Name MI Last Name
J.W. (Bill) W. Forman, Jr. P.E.
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
910 Arendell 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 (if different from above) City State ZIP
Email
[e-mail]
<Form continues on back>

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
,kk-
3. Project Location
County (can be multiple) Street Address State Pd. # L
Carteret 2400 Lennoxville Rd. NC 1310 01
Subdivision Name City State Zip 117
Front Street Village Beaufort NC 28516-

No.
Phone
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
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1,877 U. 1,330,758 s.f. - Includes current and future project
development.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water) ,ell
(If many lot sizes, please attach additional page with a list) +4 to +12 NAVU 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
building and net wheel which was used until fishery operations were ceased. A 234 boat dry-stack facility was constructed
during Phase 1 of this project as well as a concrete boat launch, marina and two parking areas.
g. Identify and describe the existing land uses adjacent to the proposed project site.
The Town of Beaufort owns and NCWRC operates a public boat launching facility and recreation area on the adjacent
property west of the site. Atlantic Veneer (Moerhing Group Holding) is a manufacturing facility east and north of the site.
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>
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Def7_m e fteg ?itZ)
m. (i) Are there wetlands on the site? ®Yes ?No 2011
(ii) Are there coastal wetlands on the site? ®Yes ?No ?C
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No CITY
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Existing wastewater is treated by the Town of Beaufort Wastewater Treatment Plant.
o. Describe existing drinking water supply source.
Drinking water is supplied by the Town of Beaufort.
p. Describe existing storm water management or treatment systems.
Existing storm water management for Phase 1 of the project is completed using two underground sand filters. Phase 2 will
use a similar system of ten underground sand filters. Effluent is either discharged to Taylors Creek or the unnamed tidal
creek that flows through the project site.
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.
The project will include approximately 56 multi-family residential units, a 78 room Inn with pool, chapel and restaurant. The
existing and proposed marina will be operated as a commercial marina. A detailed description of the development is
provided in the attached narrative.
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.
Construction of the bulkhead will be by conventional marine construction. Bulkhead construction will take place mainly from
land. Construction of upland development will be by conventional site work and building construction methods.
d. List all development activities you propose.
Waterfront activities include expansion of bulkhead approximately 520 +/- feet and the excavation of upland area along
Taylors Creek. Upland development of 8.83 acres with approximately 56 multi-family residential units, 3 raised timber
walkways, a restaurant, chapel and a 78 room Inn with pool.
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? 14.56 ?Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area to MNo ?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. There will also be future discharges of
treated stormwater into the waters of the state.
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 ?NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.

Form DCM MP-1 (Page 4 of 4)
<Form continues on back>
PLIC?
'Major D velQam?ent Permit
H 2011
E

6. Additional Information crrr
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) - (f) 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, orawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Town of Beaufort Phone No.
Address 215 Pollock St. Beaufort, NC 28516
Name Moerhing Group Holding Phone No.
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.
CAMA Permit #131-08 E&SC CARTE-2010-004
NC DWQ SW 8080657
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. I I3A 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 March 24, 2011 Print Name Charles Oliver, II
Signature C?,, c -
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
?DCM MP-4 Structures Information

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
AIPP
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization
Length --510ft
Width -6' to -75'
Avg. Existing -2ft NA NA
Depth
Final Project
-8ft
NA
NA
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. Mostly sand and silty sand (Upland Excavation)
5,693 c.y.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB), 7,732 c.y.
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the excavation in these areas:
To create a continuous basin.
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Disposal area will be located on-site north of Lennoxville
Road and be approved by DCM.
-100,000 square feet
c. (i) Do you claim title to disposal area?
®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
?Yes ®No ?NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
?Yes ONo ?NA
(ii) If yes, how much water area is affected?
2.a -3i )3-2808 a Iw33e34RCC:AST :: y db .aa r ! rev,s_d- IZ'£666
3. SHORELINE STABILIZATION ?This section n applicable
(if development is a wood groin, use MP-4 - Structures) I
a. Type of shoreline stabilization: b. Length: Taylors Creek - 516 ft: Creek - 1070 ft
®Bulkhead ?Riprap ?Breakwater/Sill ?Other: Width: Taylors Creek - 24": Creek - 12" Al
c. Average distance waterward of NHW or NWL: 0' d. Maximum distance waterward of NHW or NWL: 0"/ ©,,
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
Steel sheetpile with concrete cap months?
?Yes ENo ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill N/A Riprap N/A Fine to medium sand.
Breakwater/Sill N/A Other N/A
i. Source of fill material.
On-Site Borrow
4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 0 c.v.
(iii) Dimensions of fill area Approximately 37,000 s.f.
(iv) Purpose of fill
To bring the project site to final grades.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
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 trucks and disposal at
an on-site location.
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
?Yes ®No ?NA site? ?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
March 24, 2011
Date Charles Oliver, II
Front Street Village - Phase II Applicant NaynQ- .
Project Name Applicant Signature
Form DCM MP-3
UPLAND DEVELOPMENT App
(Construction and/or land disturbing activities) 2011
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sectio #dt g?oint
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 b. Number of lots or parcels.
proposed. 2
1 - 78 room Inn with outdoor pool, 56 multi-family
residential units, chapel, restaurant and water, sewer and
utility infrastructure requirements. A parking area for 136
vehicles, transportation center with a tavern, offices and
golf barn will be located on the north side of Lennoxville
Road. Three raised timber walkways will be constructed.
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
56 residential units; 1.83 units per acre The proposed construction will disturb 14.56 acres.
e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing Impervious surfaces will consist of concrete curbs and
activity begins. . pervious pavers which will be used for both streets and
(i) If applicable, has a sedimentation and erosion control plan been sidewalks. The parking area on the north side of
submitted to the Division of Land Resources? Lennoxville Road will be constructed of asphalt. Roofing
®Yes ?No ?NA material will also be used for buildings.
(ii) If yes, list the date submitted: March 24, 2011
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces, such as require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
35.2% using the streets/sidewalks as 100% Impervious ®Yes ?No ?NA
27.7% using the streets/sidewalks as 40% Impervious
(ii) If yes, list the date submitted: March 24, 2011
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.
23.3% using the streets/sidewalks as 100% Impervious
21.6% using the streets/sidewalks as 40% Impervious
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item (i) received state or local
Sewage will be fed to a lift station by gravity sewer and then approval?
pumpted to the Town of Beaufort's Waste Water ®Yes ?No ?NA
Treament Plant by Force Main. If yes, attach appropriate documentation.
t _ d-
I. 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).
Discharge will be effluent from sand filters to Taylors Creek
and the creek on the site.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Drinking water will be supplied by the Town of Beaufort's
public water system.
o. When was the lot(s) platted and recorded?
1925
April 8, 2011
Date
Front Street Village - Phase 11
Project Name
Charles Oliver, II
Applicant Name
Applicant Signature
m. Does the proposed project include an innovative sto ater
design? ?Yes ®No ?NA q?p
If yes, attach appropriate documentation.

n. (i) Will water be impounded? ?Yes ®No ?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
I

Fe m ®CM MP-5 APR 8
BRIDGES and CULVERTS f?°'?
"N-AfAro?
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. BRIDGES ?This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
?Commercial ?Public/Government ®Private/Community Unnamed creek through project site.
c. Type of bridge (construction material):
Heavy timber
e. (i) Will proposed bridge replace an existing bridge? ?Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
d. Water depth at the proposed crossing at NLW or NWL:
6" to 2' at NHW
f. (i) Will proposed bridge replace an existing culvert? ?Yes ENo
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g. Length of proposed bridge:
North Timber Walkway - 80'+/-
South Timber Walkway - 65'+/-
i. Will the proposed bridge affect existing water flow? ?Yes ®No
If yes, explain:
h. Width of proposed bridge: North Timber Walkway - 12'
South Timber Walkway - 6'
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ?Yes ®No
If yes, explain:
k• Navigation clearance underneath proposed bridge: The creek I. Have you contacted the U.S. Coast Guard concerning their
that both walkways cross is not navigable. approval? ?Yes ®No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 5' - 9'
waters? ®Yes ?No
If yes, explain: The creek is not navigable do to extremely
shallow conditions.
2. CULVERTS ®This section not applicable
a. Number of culverts proposed:
b. Water body in which the culvert is to be placed:
232-803-2803 .a z 1 -f,1A5 ? a# s r_ ss a a € r Ad a; ts.i 'C

< Form continues on back>
c. Type of culvert (construction material):
A /Dr
crry
d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert?
?Yes ?No ?Yes ?No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f• Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes ?No
If yes, explain:
3. EXCAVATION and FILL ®This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ?Yes ?No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. Width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Width of proposed culvert:
i. Depth of culvert to be buried below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
?Yes ?No
If yes, explain:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
e,?• sas?et3Ctc? .; 't_?d?-??k;.C;?aT v?,y??? s ?'?fi ,.5,, s _s?? .;?i t tart r?:????:el; 't;sr?cs''=??
'ECEIV'EtJ
c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ?Yes ?No APR 8 2011
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated: DCIW-UHD My
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area:
(ii) Dimensions of the spoil disposal area:
(iii) Do you claim title to the disposal area? ?Yes ?No (If no, attach a lettergranting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ?Yes ?No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
?CW ?SAV ?WL ?SB ?None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes ?No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ?Yes ?No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ?Yes ?No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide,the number of square
feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ?Yes ®No detour structures?
?Yes ®No
If yes, explain: If yes, explain:
._0 t°8 T" y viw1. ". F'3 revised: 101262013
!f ?tia
If this portion of the proposed project has already received YE 'D
;
approval from local authorities, please attach a copy of the
approval or certification. APR 8
2011
< Form continues on back> Cny
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
?Yes ®No controlled?
If yes, coa;p"l- :e Form DCM-MP-2. N/A
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Typical construction equipment such as but not limited to:
land based pile driving and cranes.
f. Will wetlands be crossed in transporting equipment to project site?
?Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ?Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
04/08/11
Date
Front Street Village - Phase II
Project Name
Charles Oliver, II
Applicant Name
Applicant Signature
7zi3in4RLIDAST
RECEIVED
APR 8 2011
:i
IDCU-MHD cffy
NORTH CAROLINA
CRAVEN
LENOIR ok
JONES
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PAMLICO
ATLANTIC
OCEAN
AREA OF INTEREST
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PROJECT TITLE: PREPARED FOR DRAMNG TITLE:
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PHASE it 2400 LENNOXVILLE ROAD VICINITY MAP
BEAUFORT, NC 28516
SCALE: FIGURE#
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