20100077 Ver 1_CAMA Application_20100127

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NCDENR
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Severs'` CE:aves Pe di-;e Ja='le5 Hi. laregso?i - '8e -i88filuf'
governor r'irflctc
January 26, 2010
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Location:
20100077
Cyndi Karoly
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Town of Beaufort / NC WRC
JAN2j?010
"UJ"
"
'ftWAMtswo
The project site is located at 2370 Lennoxville Road, Beaufort, Carteret
County.
Proposed Project: The applicant is proposing to renovate the existing NC WRC/Town of
Beaufort boating access area and perform maintenance excavation with the
ramp area and channel.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
02/17/2010. 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 n0
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanacement.net NorthCarolina
An Equal Opportunity \ Affirmative Action Employer Natumlly
DIVISION OF COASTAL MANAGENIENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Beaufort, C/o N'C_ _RC_
2. LOCATION OF PROJECT SITE: 2370 Lennoxville Rd. adjacent to Taylors Creek,
Beaufort, Carteret County
Photo index - 2000: 42-543 grid (E-16&17), (F-16&17)
2006: 42-6406 grid (R-8), (S-8), (T-8)
State Plane Coordinates - X: 2711571.126 Y: 357998.858 Rover # J123010A
LAT 34°42'37.21462 LON 76°37'55.33756
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/29/09
Was Applicant Present -No
5. PROCESSING PROCEDURE: Application Received -1/6/10
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Beaufort
Land Classification from LUP - Developed with Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Water, Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Public/Government
(E) Wastewater Treatment: Existing - Municipal
Planned - reconnect to Town of Beaufort sewer
(F) Type of Structures: Existing - gravel parking, 2 double boat ramps, restrooms,
tennis and basketball courts and wooden boardwalk/picnic
area
Planned - chamlel excavation, removal and replacement of
boatramp, relocation of restrooms to east side of property,
relocation of tennis and basketball courts offsite, construct
new docks as well as a courtesy dock
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER

(A) Shallow Bottom 10,925 ft2 6,466 ft2 N/A
(B) Open Water N/A N/A 1,650 ft2 Shaded
4,149 ft2 Inco .
(C) High Ground 3,900 ft2 100,000 ft2 N/A
(D) Total Area Disturbed: 125,440 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
NCWRC
Beaufort Boating Access
Page 02
8. PROJECT SUNINIARY: The applicant is proposing to renovate the existing WRC Town of
Beaufort boating access area and perform maintenance excavation within the ramp area and
channel.
9. Narrative Descri tp ion:
The Beaufort boating access project is located at 2370 Lennoxville Road in Beaufort,
Carteret County. Lennoxville Road is found by turning right off of Hwy 70 east (adjacent to
Gaskills general store) onto Lennoxville Road. Follow this road for about 3/a of mile. The site
will be located on the north side of Taylors Creek in this area.
The subject property is 100,321 square feet in its entirety and averages 9' in elevation
above NHW. Currently on the high ground portion of the site is an existing WRC
boatramp, with three docks, parking lot, restrooms, existing old asphalt rd. and
boardwalk/picnic area. Extending off the high ground, on the most western portion of the
property, over the coastal marsh is an existing 97'X 6' pier with a 20' x 20'
platform/gazebo as well as a shore parallel 8' x 117' boardwalk. Along the west shoreline
is a 25' to 30' fringe of Coastal Marsh that contains Smooth Cordgrass (Spartina
alterniflora) and Sea lavender (Limonium carolinianum). The high ground portion of the
track is vegetated with grass and Live Oaks.
The Division of Water Quality classifies this area as SC Waters. Taylors Creek is not a
Primary Nursery Area and is closed to the taking of shellfish. The Town of Beaufort's
Land Use Plan dated 1996 classifies this area as Developed with Conservation within the
AEC's. There is no shellfish resource in this area as well as no shellfish leases. The
Federal Channel Setback within this area is 61'. The shoreline has a total length along the
NHW contour of 335'. There are condo units with private docks to the west and a future
condo development recently permitted to the east of the proposed project.
10. Project Description:
Due to the recent relocation of Front Street from the Town of Beaufort's property, the
WRC is proposing to: renovate the existing gravel parking area into a new asphalt parking
lot, which would allow for better traffic flow, remove the old boatramp and replace with
new longer ramps, relocate the existing restrooms to the west side of the property, relocate
the tennis court and basketball court offsite, excavate the ramp area and channel and add
new docks.
In order to improve the traffic pattern as well as define the parking areas the applicants
propose to improve the existing gravel parking area. They are proposing an asphalt parking lot
with 50 vehicle/trailer spaces, 10 single car spaces, 2 ADA (handicap) vehicle/trailer spaces
and one ADA (handicap) single car space for a total of 63 spaces. The parking area would be
located over existing grade with an 8 inch layer of gravel and a 2' layer of asphalt on top. All
spaces would be marked appropriately. Concrete sidewalks would be located completely
around all of the ADA spaces. The sidewalk east of the single car ADA space
NCWRC
Beaufort Boating Access
Page 03
would tie into the adjacent Front Street Village sidewalk. The concrete side walk located at
the most southern side of the ADA single space would be a minimum of 57' above nhw.
The parking lot would begin 61' above nhw.
The new restroom facility would be located on the northwest side of the 2 ADA
vehicle/trailer parking spaces. It would be 11.5' high by 18.75' wide and 18.67' long. The
elevation of the concrete slab on which the facility would be located, is 10.4', which is 1.4'
above existing grade. A maximum of two restrooms would be located within the new
facility. The tennis and basketball courts would be relocated offsite and entirely outside of
any AEC's.
A total of 100,000 square feet of high ground would be graded, filled or disturbed during
the process. The existing impervious surface is 51.2% within the AEC's and would be
reduced to 38.4%. The existing impervious surface for the entire tract is 74.5% and would
be reduced to 67.6% once the renovations are completed. The applicants are in the process
of submitting plans to NCDWQ to see if their project qualifies as a redevelopment. Due to
the disturbance of 2.3 acres of land the applicant is also in the process of submitting plans
to the Division of Land Quality. A new driveway would be required onto Lennoxville road
so the applicant is in the process of applying for this permit through NCDOT as well.
The applicants are proposing to remove the existing ramp and docks. They would replace
the docks with one floating 6' x 80' and two fixed 5' x 108'. The fixed docks would be
located on the outer east side of the ramp and the outer west side of the ramp area. The
floating dock would be located in the middle of the ramp area. All three docks would not
extend farther than 80' below nhw into a 500' wide water body. A 6' x 60' 1-head courtesy
platform would be located on the western fixed dock. This section would be a maximum of
84' below nhw. They would be located a distance of 85' landward of the 61' USACOE
setback. The typical boat to be served would be recreational with some sail and have a
typical length of 22'.
The applicants are proposing to remove the existing boatramp and replace with two double
ramps that house four launch lanes. The ramps would be 2 at 24.25' x 45' with a 20' x
62.5' concrete apron. The apron would be located 42' above nhw. The base of the ramps
would be #57 rock and extend 4' along the sides and 1' beyond the end. The purpose for
this placement would help reduce any scour that may occur. A total of 20 cubic yards of
rock would be placed below nhw for this purpose with fill dimensions of (2) at 4' x 59'
and (1) at 1' x 55'. The most eastern concrete ramp would extend 60' below nhw and 45'
above nhw. The most western concrete ramp would extend an average of 65' below nhw
and 40' above nhw.
The applicants are proposing a bulkhead on the eastern portion of the property as well. It
would connect with the Front Street Village bulkhead and run west above the nhw contour
and landward of the existing coastal wetlands for 67'. The bulkhead would be 1' x 67' and
of vinyl sheet piling design.
The applicants wish to excavate the channel area located in front of the proposed ramps and
N CWRC
Beaufort Beating Access
Page 04
platform. Water depths within this area average -3.4'NU. The final depth for the channel
area would be --4.3' feet below NHW. A total of 361 cubic yards of material would be
removed with an excavation area of 95' x 114'. Substrate composition is mostly silt. The
riparian lines were drawn 90 degrees from the channel and coincide with aerial photography.
The excavated material would be transported offsite. to 2377 Lennoxville Road and 2378
Lennoxville Rd. The material excavated below nhw would be placed within a 75' x 75' area
located at 2378 Lennoxville Rd. The excavated material above nhw would be placed
in a 100' x 100' area located at 2377 Lennoxville Rd. No wetlands would be affected with
spoil placement.
11. Anticipated Impacts:
This proposed installation of the docks and pilings would result in temporary turbidity and
would incorporate 4,149 square feet of open water while shading 1,650 square feet. The
excavation would increase turbidity and cause 17,391 square feet of disturbance to open
water. Due to the size of the base stone (#57) outside of the ramp areas, there should not be
any potential for rock movement with ingress and egress. The high ground work would
excavate 3,900 square feet and fill 100, 000 square feet. There should be no hazard to
navigation resulting from this project, as there are other docks of equivalent length along
the same shoreline. No coastal marsh would be filled or excavated during this project.
There is not a potential to impact SAV's or shellfish with docking ingress and egress. The
expanded project would provide safer use at a very busy WRC facility.
HEATHER STYRON Morehead City January 25, 2010
CDE
North C)aroiina Department of Environment and
Division of Coastal Management
Beverly Eaves Perdue
Governor
DATE: January 25, 2009
TO: Doug Huggett -y
THRU: Tere Barrett flV
FROM: Heather M. Styron ;thy.
James H. Gregson,
Director
MEMORANDUM
Dee Freeman
Secretary
SUBJECT: Comments and Recommendations - CAMA Major Permit -NCWRC, Beaufort Boating Access,
Carteret County
The following is my assessment and consequent recommendations of the above referenced proposal:
This proposal involves the renovation of the Beaufort Boating Access as well as channel excavation for
the Town of Beaufort. Currently the property has a gravel parking area, 2 double boat ramps (4 launch
lanes), restrooms, tennis and basketball courts and wooden boardwalk/picnic area. The applicant is
proposing to remove the existing ramps and replacing them with longer ones that would have 4' of
depth, construct new outside fixed docks, construct a courtesy dock to the west of the ramps, channel
excavation and construct an asphalt parking area with designated parking spaces and clearer traffic flow.
The restrooms would be relocated to the east of the property with the basketball and tennis court located
on another property. The development conforms to the guidelines set forth under 15A NCAC 07H.0208
and 15A NCAC 07H.0209. The adjacent waters of Taylors Creek are closed to shellfish harvest and are
not Primary Nursery Area. 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 mean normal 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
within 30 working days of project completion.
3 No vegetated coastal wetlands/marsh grass will be excavated or filled.
Natural Resources
400 Commerce Ave.; Morehead City, NC 28557 One
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net NorthCaro ina
An Equal Opportunity'. Affirmative Action: Employer vYW11,,671
NCWRC
Page 2
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.
7 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.).
8 The docks should remain a distance of 85' landward of the USACOE setback and shall extend no farther
than 80 feet below nhw for the three vertical docks and no farther than 85' below nhw for the shore
parallel 1-head.
9
10.
11
The bulkhead shall remain landward of the coastal wetlands.
All non-waterdependant uses shall be a minimum of 30' landward of nhw.
The final excavation depth shall not exceed -4.3'.
400 Commerce Ave.; Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal 0apcrtuni j t. Affirmative Action Emplo',ver
NorthCa.rolina
Naturally
201000x7
i?iUUnairor
Maier levelopmentPermft
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name Project Name (if applicable)
Town Of Beaufort Beaufort Boating Access Area
Applicant 1: First Name MI Last Name
Leonard Barefoot
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
N/A P.O. Box 390 Beaufort NC
ZIP Country Phone No. FAX No.
28516 USA 252 - 728 - 2141 ext. 252 - 728 - 3982
Street Address (if different from above) City State ZIP
215 Pollock St Beaufort NC 25516-
Email
[e-mail]
2. AgentContractor Information
Business Name
Nc Wlidlife Resources Commission
Agent/ Contractor 1: First Name MI Last Name
Sara J Sherman
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
1720 Mail Service Center Raleigh NC
ZIP Phone No. 1 Phone No. 2
27699 919 - 707 - 0164 ext. 919 - 758 - 9302 ext.
FAX No. Contractor #
919 707 0162 N/A
Street Address (if different from above) City State ZIP
1751 Varsity Dr Raleigh NC 27606-
Email
[e-mail]
<Form continues on back>
252-303-2603 .. 1-888-4R COAST .. erww.ncceastaimanagfl?ent.net
Form DCM MP-1 (Page 2 of 4)? '
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. # .;
Carteret 2370 Lennoxville Rd 1310
Subdivision Name City State Zip
?N
N/A Beaufcrt NC 28516-
Phone No. Lot No. (s) (if many, attach additional page with list)
N/A - - ext. 1,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Taylor 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 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.)
335' 100321 sq ft
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) 9' ®NHW or ?NWL
e. Vegetation on tract
A few mature trees (mostly Live Oaks) are scattered throughout site. Some small grass areas are throughout the site.
Some landscaping exists around the recreational courts. Coastal Marsh exists along the shoreline except for the existing
ramp footprint.
f. Man-made features and uses now on tract
Gravel Parking, 2 double boat ramps (4 launch lanes), restrooms, tennis and basketball courts, wooden boardwalk/picnic
area, asphalt Front St.
g. Identify and describe the existing land uses adjacent to the proposed project site.
New Front St relocation ROW. Residential Development.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Residential (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>
?<I
252-503-28013 .. 1- 338-4RCOAST .. :v vv+r?.€??w?sa?8a9 aria =no.r2
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ?Yes ?No ?,{ _
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If es to either i or (ii) above, has a delineation been conducted? ?Yes ®No ¢E 4 ?'
(Attach documentation, if available) -%r
n. Describe existing wastewater treatment facilities. "
Restrooms are connected to Town of Beaufort sewer for waste water treatment.
o. Describe existing drinking water supply source.
Restrooms have water connected from Town of Beaufort utilities.
p. Describe existing storm water management or treatment systems.
1 culvert/drainpipe exists in abandoned Front St ROW that discharges into Taylor Creek. No stormwater management in place
for parking/recreational areas.
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.
Site provides access to Taylor Creek and area Sounds for boating public. The site is open 24 hours a day, 7 days a week,
free of charge. Routine maintenance and litter removal are performed by NC Wildlife staff.
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.
Ramps will be poured on high ground and then pushed into the Creek with a bulldozer. Equipment will consist of excavator,
vibratory hammer, bulldozer, backhoe, and barge. Equipment will be stored on site and the property owner across the street
at 2361 Lennoxville Rd has also agreed to have equipment stored on his property if necessary.
d. List all development activities you propose.
Remove existing ramps and docks, gravel parking, and recreational courts. Relocate restrooms within the property.
Construct new ramps and docks. Dredge access channel (bucket to barge dredging) in front of ramps and courtesy dock.
Grade and pave parking area. Construct ADA parking and concrete sidewalk.
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? 100,000 ®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.
Rainwater falling on the site will be the only discharge. Rainfall will be allowed to flow across site into Taylor Creek. Existing
Front St drainpipe will be removed as part of Front St relocation.

i. Will wastewater or stormwater be discharged into a wetland? es 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 continues on back>
252-353-2303 .. 9-333-:RCO.AST :. vu rv.nccoastaI a -lageme nt. net
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
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 f'0?
instruction booklet on how to properly prepare the required items below. / ?t
fr ,
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-secticnal drawings) drawn to scale. Please give the present st2*:?of the+ ?; ;
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to d4 Xiinguisff'
between work completed and proposed.d
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 Front St Village LLC Phone No.
Address P.O. Box 80248, Raleigh, NC 27623
Name Beaufort Landing Homeowners Association Phone No.
Address 2511 Front St, 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.
USACE General Permit SAWC080-N-000-0291, issued to CAMA Major Permit 187-84, issued to NCWRC 9/4/1984.
NCWRC 1/27/1981 Modified 2/14/1986
CAMA General Permit 22348-C to NCWRC 9/29/1999
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 I c? L Print Name _NC Wildlife Resources Commission, Sara Sherman
Signature q--??-
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
252-3x03-2303 .. 1-88-3-4RCOAST .. w3v:r. :?c?a?t?l as ?a?e?e?e:. a®#
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)

Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL) stabilization)
Length 95' N/A N/A 105' N/A N/A Rock Ramp
Base, 59'
Width 114' 53' 4'
Avg. Existing -3
4' NLW +4' NLW NA NA -3.4' NLW
Depth .
Final Project -4
3' NLW -4.3' NLW NA NA -4.3' NLW
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. Old concrete ramp and base. Mud and silt.
371 cubic yards below NHW (129 in front of ramps, 242 in front of
courtesy dock)
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.
?CW ?SAV ?SB
?WL ®None
(ii) Describe, the purpose of the excavation in these areas:
112
d. High-ground excavation in cubic yards.
794 cubic yards
2. DISPOSAL' OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
2377 Lennoxville Rd for high ground excavation. 2378
Lennoxville Rd for excavation below NHW.
75'x75' for excavation below NHW. 100'x100' for high
ground excavation.
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:
N/A
d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
(ii) If yes, where?
at site of disposal
f. (i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
N/A
252-808-2808 :: 1-888-4RCOA5T :: vtww.necoastalmanagement.nat revised: 12/26/06

3. SHORELINE STABILIZATION
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
®Bulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: all behind NHW
e. Type of stabilization material:
Vinyl Sheetpiling
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 0 Riprap
Breakwater/Sill Other
i. Source of fill material.
Aggregate Supplier
?This section not

b. Length: 67'
Width: 1'
d. Maximum distance waterward of NHW or NWL: all behind NHW
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ENo ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
No 57 Stone, Topsoil
4. OTHER FILL ACTIVITIES ?This section not applicable;
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouqht to the site? ®Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (M.
If yes,
(ii) Amount of material to be placed in the water 20 cv
(iii) Dimensions of fill area 2 @ 4'x59' (along outside of ram
structure) and 1'x 55' (bevond end of concrete ramps)
(iv) Purpose of fill
Rock ramp base will extend beyond concrete ramp slabs.
4' along sides of ramps, 1' beyond end of ramps.
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 ONone
(ii) Describe the purpose of the fill in these areas:
N/A
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)?
Ramps will be poured on high ground and then pushed into creek backhoe, vibratory hammer, bulldozer, excavator, barge
with a bulldozer. Silt fence will be used where necessary for
spoils on site.
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
N/A environmental impacts.
N/A
1:5 1'JProject Name
Date
Beaufort Boating Access Area NC Wildlife Resources Commission, Sara Sherman
Applicant Name
252-808-2808 :: 1-888-4RCCAST :: www.nccoasta!management.net revised: 12126106
Appiic?nt Sigad
ai
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06
Form DCM MP-3
UPLAND DEVELOPMENT _
(Construction and/or land disturbing activities) Yn'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.
Restrooms (1 building). Construct asphalt parking area and
concrete ADA sidewalk.
b. Number of lots or parcels.
1
c. Density (give the number of residential units and the units per
acre).
N/A
d
f.
Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
100,000 sq ft
List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete for ADA sidewalk, ramps, and ramp apron.
Asphalt for parking, entrance driveway, and maneuver
area.
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 ONo ?NA
(ii) If yes, list the date submitted: This project will disturb more
than 1 acre. An Erosion and Sediment Control Permit
will be obtained prior to construction.
g. 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.
36.8% (reduction from existing 51.2%)
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.
67.6% (reduction from existing 74.5%)
j. Describe proposed method of sewage disposal.
Restrooms will be connected to Town sewer service.
1. 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).
Only discharge will be rainwater that falls onsite. Surface
runnoff will be allowed to flow across site into Taylor
Creek.
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
V er Quality for review?
?lo ?NA
es CC
`?-
(ii) If yes, list the date submitted: This project qualifies as
redevelopment as impervious surface is proposed to be
reduced. Plans were submitted to DWQ 12/3/2009.
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.
252-808-28082 :: 1-888-4RCOAS T : w.#,ors.nccoastalmana_gemerEt.net revised: 12/26/06

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Restrooms wil be connected to Town water services.
o. When was the lot(s) platted and recorded?
Front St Extention ROW was deeded by Town in 1938 and
maintenance was abandoned by NCDOT in 2009. Park
was annexed and platted by Town in 1990. Most recent
additions from ROW/property swap were deeded in
2009.
n. (i) Will water be impounded? ?Yes NNo ?NA
(ii) If yes, how many acres? N/A
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA

1Irla o
Date
Beaufort Boating Access Area
Project Name
NC Wildlife Resources Commission, Sara Sherman
App?nt Namg_
Appliiarft Sig
252-808-2808:; 1-888-4RCOAST :: www.nccoastaimanaGement.net revised: 12/25106
Form DCM MP-4
STRUCTURES 4.51
:y-
(Construction within Public Trust Areas) y
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina: b
[]Commercial ®Public/Government []Private/Community
c. (i) Dock(s) ar
(ii) Number
(iii) Length
and 100'.
(iv) Width
(v) Floating
id/or pier(s)
3
Floatinq Dock = 80'. 2 Fixed Docks 0108
Floating Docks = 6'. 2 Fixed Docks = 5'.
®Yes ®No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1 - L-courtesy dock
(iii) Length 60'
(iv) Width 6'
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
0
(ii) Number of slips existing
0
i. Check the proposed type of siting:
? Land cut and access channel
®Open water; dredging for basin and/or channel
[]Open water; no dredging required
[]Other; please describe:
k. Typical boat length: 22'
[]This section not applicable
(i) Will the facility be open to the general public?
®Yes ?No
d. (i) Are Finger Piers included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
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:
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 2 double ramps (4
launch lanes)
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Primarily recreational motor boats. Some sailboats also
possible.
1. (i) Will the facility be open to the general public?
252-808-2808 :: 1-586-4RCOAST :: w,.v+v.nccoastal managemen;t.net revised: 12/27/06
m. (i) Will the facility have tie pilings? ?Yes ?No
?Yes ONo
(ii) If yes number of tie pilings?
N/A
2. DOCKING FACILIMMARINA OPERATIONS ?This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
® Toilets for patrons; Number: 2; Location: Upland, outside of AEC. On eastern side of property.
? Showers
? Boatholding tank pumpout; Give type and location: 0
b. Describe treatment type and disposal location for all sanitary wastewater.
Restrooms will be connected to Town water and sewer services.
c. Describe the disposal of solid waste, fish offal and trash.
No fish cleaning stations are proposed. Litter removal will be performed by NC Wildlife staff. Restrooms will be maintained by
Town of Beaufort.
d. How will overboard discharge of sewage from boats be controlled;'1
Discharge not allowed. ` 7th yy r ) `
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
0
(ii) Give the location and number of "Pumpout Available" signs proposed.
0
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be disposed of?
Vessel maintenance not permitted.
h• Give the number of channel markers and "No Wake" signs proposed. 0
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
No fuel services provided.
j. What will be the marina policy on overnight and live-aboard dockage?
Live-aboard and overnight docking not permitted at NCWRC facilities.
k. Describe design measures that promote boat basin flushing?
N/A
252-808-2808:; 1-888-4RCOAST :: www.nccoastaimanaciement.net revised: 12127106

I. If this project is an expansion of an existing marina, what types of seniices are currently provided?
N/A
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ®No y?J
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 vegetation (SAV), shell bottom
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW 11500 ?SAV ®SB 3000
?WL []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ONo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
N/A
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial ?Public/Government []Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®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.
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 :: 1-888-4RCCA8T :: www.nccoastal.n2nagament.net revised: 12i27/06

e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
91' to Beaufort Landing village, 125' to Front Street Village
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
500'
e. (i) Will navigational aids be required as a result of the project?
?Yes ENo ?NA
(ii) If yes, explain what type and how they will be implemented.
N/A
`rte
b. Proximity of structure(s) to adjacent docking facilities.'
112' to Beaufort Landing Village, 195' to permitted Front
Street Village facilities
d. Water depth at waterward end of structure at NLW or NWL
-4.3' NLW
L 8. OTHER 0This section not applicable
a. Give complete description:
Lf,5lao,0
Date
Beaufort Boating Access Area
Project Name
INC Wlidlife Resources Commission, Sara Sherman
Ap I' ant Na
App scant Signa re
252-808-2808 :: 1-888-4RCOAST :: www.necoastallmanaoement not revised: 12(27106
Beaufort Boating Access Area
Project Narrative
November, 2009
Revised December 2009
Jd
The NC W ildiife Resources Commission and the Town of Beaufort propose the
renovation of the Beaufort Boating Access Area in Carteret County. The existing site
serves the local area as an access point to Taylor Creek and the Intracoastal Waterway.
The access area is open 24 hours a day, 7 days a week free of charge to the boating
public. The area is unmanned and receives routine maintenance on a two week interval
during boating season. The ramp is owned by the Town of Beaufort and leased by NC
Wildlife. The facilities are maintained by NC Wildlife. Until mid 2009, the facility had
Front St dividing the property and running between the ramps and maneuver area. In mid
2009, Front St was relocated and the portion through the Town's parcel was abandoned
by NCDOT. The Town is also relocating the tennis and basketball courts to a new
location off of the property. At this time NC Wildlife would like to complete the
renovation of the access area to better utilize the property and function of the ramps.
Parking at the site is currently gravel and spaces are not delineated. There is no
clear traffic pattern within the site. The east ramp lanes are difficult to launch from at
low tide for some boat sizes. The docks do not adequately serve the ramps at all tide
levels. There is nowhere to tie up a boat to retrieve/park its vehicle and trailer without
blocking a launch lane.
The proposed improvements would rectify these short comings by: removal of all
ramps and replacing them with longer ramps that will have 4' of depth at spring low tide,
construction of new outside fixed docks at more appropriate heights, constructing a
courtesy dock to the west of the ramps, and constructing a new asphalt parking area with
delineated parking spaces and a more clear traffic flow.
The proposed site plan also involves relocating the restrooms facilities to allow
for the most efficient parking lot layout.
Dredging is proposed from the ramps and courtesy dock to a depth of 4.3' below
NLW. The excavation volume for the maintenance dredging is 371 cubic yards. The
shortest distance of proposed maintenance dredging to the USACE Navigation Channel
setback is 27'.
On March 6, 2009, NC Wildlife staff surveyed the site for SAV and shellfish. No
SAVs were observed. Some oysters were observed in the intertidal/marsh areas but no
shellfish were observed in the areas where dredging is proposed.
Under the new Coastal Stormwater Rules, NC Wildlife believes this project
qualifies as redevelopment and will not require a State Stormwater Permit as impervious
surface area will be decreased. Plans were submitted to NCDWQ to verify the exemption
12/3/2009.
Construction of this project would disturb approximately 2.3 acres of land.
Erosion and Sediment Control Plans will be submitted to Division of Land Quality.
This project will require a new driveway onto Lennoxville Road. An NCDOT
Driveway Permit will be applied for to obtain the needed permit.

4
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EDGEWATER PROPERTIES
PIN 7315.05270870
030" OAK
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sea. 020. OAK PROPOSED 44.01' STRIP TO B
48• THE TOWN OF BEAUFORT TO FRONT

g'
2?2 46 £ FRONT STREET (60') i VILLAGE
TVAC
V PROPOSED TO BE 18,845 SQ. FT. BY TRAPEZOID FORML
RELOCATED '
F

RQNT INL 5"
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INV= 5.81
?
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FOUND co ,^ GPS CONTROL SURVEY NAIL
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N PROPOSED EASEMENT ELEVATION= 8.73'
L-3 C1 2 FROM TOWN OF + NGVD 1988
END 15" BEAUFORT /
3,798 SQ. FT. +
NQ
STOORM
RAID
98•
r
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SET SURVEY NAIL Fn
N BULKHEAD AT
M FOUND SURVEY NAIL
MSRSH BELOW HWM ,Z IN BULKHEAD AT
HWM
a
iOV rim NOTES:
OWNERS AND PARCEL IDENTIFIERS ARE AS
a
s INDICATED ON MAP
TAYLOR'S CREEK FOR FEE SIMPLE DESCRIPTION OF FRONT
STREET SEE DEED BOOK 87, PAGE 573
ALL AREA CALCULATIONS ARE BY
ANALYTIC GEOMETRY UNLESS OTHERWISE
INDICATED
CL= CENTERLINE.
HWM= HIGH WATER MARK.
N/F= NOW OR FORMERLY.
-CORPS OF ENGINEERS 61' SETBACK FFE= FINISH FLOOR ELEVATION.
LP= LIGHT POLE.
PP= POWER POLE.
PIN= PARCEL IDENTIFICATION NUMBER.
R/W= RIGHT OF WAY.
WM= WATER METER.
SCALE: SHEET a:
PROJECT TITLE: PREPARED FOR: DRAWING TITLE:
FRONT STREET VILLAGE LLC EXHIBIT D DATE: 12-15-08
FRONT STREET VILLAGE 2500 FRONT STREET DRAWN BY:

BEAUFORT, NC 28516
PARK PARCEL RSH
PROJECT N:
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