20081130 Ver 1_CAMA Application_20080721

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1 o a ? ? 3 0
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Jame H t
July 17, 2008
s . regson, Director William G. Ross Jr., Secretary
MEMORANDUM:
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Doug Huggett
Major Permits Processing Coordinator
D)
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DENR ? Al?? uk,'iir
VVETLANDS .Atuu STORNI't1ulT r •'t? ;;ri
CAMA/DREDGE & FILL Permit Application Review
Carteret County & NC Wildlife Resources Commission
The project site is located on Town Creek at the intersection of Turner Street
and West Beaufort Road, Beaufort, Carteret County
The applicant is proposing to expand and reconfigure the existing public
boating access.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
8/07/2008. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED
Phone: 2b2-808-2808 \ 400 Commerce Avenue, Morehef4i X,North Carolina 25557
AX: 252-247-33301Internet: www.nccoastaimanagement.net
An Equal Opportunity i Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
Major Permit Fee Schedule t)
Grele One JUL 2 1 nn?
DENR
WETLANDS AND STOR44VAI,_!,_ i:;,K 1NCH
DCM % DWQ %
Development Type Fee (14300160143510009316256253) (2430016024351000952341)
1. Private, non-commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $ 100%($250) 0%($0)
Il. Public ommercial
deve ent that does not involve
)
th illing or excavation of any
bands or open water areas: $400 110% ($400) 0%($0)
III. development that involves
the filling eNeF-e*eeaetiorrt7t17
to 1 acre of wetlands and/or open
water areas, determine it A,13, C.
or D below applies:
III(A). Private, non-commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $250 100%($250) 0%($0)
III(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $400 100%($400) 0%($0)
III(C). If General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DCM staff determined that
additional review and written
DWQ concurrence is needed
because of concerns related to
water quality or aquatic life: $400 60%($240) 40%($160)
III(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied: $400 60%($240) 40%($160)
IV. Development that involves the
filling and/or excavation of more
than one acre of wetlands and/or
open water areas: $475 60%($285) 40%($190)
Check#L?,r?tC??IL 1C"i??2
Project
Amount 4o o n clo --?
Name
' ?- ' 'YIC
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Carteret County & the NC Wildlife Resources Commission
2. LOCATION OF PROJECT SITE: The project is located on Town Creek at the
intersection of Turner Street and West Beaufort Road in Beaufort, Carteret County.
Photo Index - 2006: 41-8034, grids M-17, M-18, N-17, N-18, N-19;
1995: 41-508, grids M-21, N-21, N-22
State Plane Coordinates - X: 2702178.328 Y: 363321.249 Rover #: M091114A
Longitude: -76 39 46.321 Latitude: 34 43 32.051
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit-09/11/07, 04/30/08
Was Applicant Present - Yes, No
5. PROCESSING PROCEDURE: Application Received - cc: 07/11/08
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort
Land Classification From LUP - Public/Conservation
(B) AEC(s) Involved: EW, PTA, ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) : Wastewater Treatment: Existing - Beaufort
Planned - None
(F) Type of Development: Existing -Two boat ramps, three staging docks, restrooms,
bulkhead, gravel access road, and gravel parking area.
Planned - Three boat ramps, four staging docks, picnic
shelter, restrooms, bulkhead, two breakwaters, granite sill, paved parking area, and a paved
access road.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
^t u A DTT A T T1L'C'DTDTTl11V. T172Ti'Tlf'F.TI Ti TT .T .F.TI TNCORP/SHADED
(A) Shallow Bottom Y 4,550 sf 2,040 sf shaded
15,600 sf incorp
(B) High Ground 64,800 sf
(C) Coastal Wetlands 150 sf shaded
(D) Total Area Disturbed: 80,370 sf
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The proposal consists of expanding and reconfiguring the
Carteret County public boating access at Town Creek in Beaufort.
Field Investigation Report:
NCWRC
Page 3 of 3
have adequate spacing every 2' in order to promote flushing.
The existing concrete riprap to the south of these ramps will be removed as a result of this
project. The existing "T" dock is to be relocated landward of the USACE Federal Harbor of
Refuge setback. The new fixed pier access will be 6' wide and 88' long. An eight foot long
articulated gangway will connect to a new floating platform that will be 8' wide and 134' long.
Beneath this new "T" dock, a rock sill is proposed immediately waterward of normal low
water level. This rock sill will be 15' wide at the base and to sections totaling 80' long.
The shoreline around the ramps will be stabilized with vinyl bulkhead. This bulkhead will be
132' in length and 2' in width. This bulkhead will approximate the normal high water level.
Current soundings in the area range from -0' nlw down to -5' nlw. The 90' by 190' area of
spoil from the resulting ramp construction activities will be contained on site, greater than 30'
from nhw.
There will be two additional upland concrete sidewalks. The northernmost sidewalk will
connect the canoe/kayak launching area to the new restroom building. This sidewalk will be 5'
wide and 270' long. The other 5' by 90' sidewalk to the south will connect the boat ramps to
the picnic shelter. The existing restrooms will be demolished and relocated approximately 260'
landward to the north. The restroom building willbe 10' by 18' and the picnic shelter will be
20' wide and 20' long.
11. Anticipated Impacts:
As proposed, the ramp construction and shoreline stabilization will fill 4,550 square feet of
shallow bottom. The new docks will shade 2,040 square feet of shallow bottom and 150 square
feet of coastal wetlands. Grading and fill activities will disturb approximately 64,800 square
feet of high ground. Town Creek is not Primary Nursery Area. No SAV were observed in the
area and this waterbody is closed to shellfishing. Turbidity impacts should be short-term
during construction. This proposal will be landward of the USACE Federal Harbor of Refuge
setback and will not change the current usage of the property. The intended use is for
improved public access of marine vessels in Carteret County.
Brad Connell July 16, 2008 Morehead City
Y_ 0
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
NIEMORANDUM
DATE: July 16, 2008
TO: Doug Huggett
THRU: Tere Barrett
FROM: Brad Connell `_
SUBJECT: Comments and Recommendations - CAMA Major Permit - Town Creek public
boat ramp, Carteret County
The following is my assessment and consequent recommendations of the above referenced
proposal: This proposal will have minimal impacts since it is improving and reconfiguring the
existing usage. The waters of Town Creek are closed to shellfish harvest. There is no
submerged aquatic vegetation. This waterbody is not a Primary Nursery Area. This project will
not pose a hazard to navigation. Assuming that state and federal agencies concur with the
proposal, I recommend the project be authorized as proposed, contingent upon the following
conditions:
1) No spoil material is to be placed within 30 feet of the normal high water line, except that
which will be used to backfill the area behind the permitted bulkhead.
2) 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.
3) The temporary placement or double handling of excavated or fill materials within waters
or vegetated wetlands is not authorized.
4) The bulkhead must be structurally tight so as to prevent seepage of backfill materials
through the structure.
5) The fill material will be clean and free of any pollutants except in trace quantities. Metal
products, organic materials, or unsightly debris will not be used.
6) This permit authorizes only the docks, piers, and other structures and uses located in or
over the water that are expressly and specifically set forth in the permit application. No
other structure, whether floating or stationary, may become a permanent part of this
docking facility without permit modification. No non-water dependent uses of structures
may be conducted on, in or over public trust waters without permit modification.
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
Town Creek boat ramp
July 16, 2008
Page 2
7) The pier and associated structures shall have a minimum setback distance of 15 feet
between any parts of the structure and the adjacent property owner's riparian access
corridor, which is determined by drawing a line parallel to the channel, then drawing a
line perpendicular to the channel line that intersects with the shore at the point where the
upland property line meets the water's edge.
8) No attempt will be made by the permittee to prevent the full and free use by the public of
all navigable waters at or adjacent to the authorized work.
9) The permittee will maintain the authorized work in good condition and in conformance
with the terms and conditions of this permit. The permittee is not relieved of this
requirement if he abandons the permitted activity without having it transferred to a third
party.
10) This permit does not authorize the interference with any existing or proposed Federal
project, and the permittee will not be entitled to compensation for damage to the
authorized structure or work, or injury which may be caused from existing or future
operations undertaken by the United States in the public interest.
11) The permittee must install and maintain at his expense any signal lights or signals
prescribed by the U.S. Coast Guard, through regulation or otherwise, on the authorized
facilities. At a minimum, permanent reflectors should be attached to the structure in
order to make it more visible during hours of darkness or inclement weather.
12) In order to protect water quality, runoff from the construction must not visibly increase
the amount of suspended sediments in adjacent waters.
13) 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.
14) A ground cover sufficient to restrain erosion shall be provided within the shorter of 15
working or 30 calendar days of completion of any phase of grading on cut or filled
slopes.
15) 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.).
16) Any development or land disturbing activity that is considered non-water dependent is
not authorized within 30 feet of the normal high water level unless specifically exempted
by Coastal Resource Commission (CRC) regulations in place at the time of such
development.
Town Creek boat ramp
July 16, 2008
Page 3
17) In order to avoid unreasonable danger to life and property, all development shall be
designed and placed so as to minimize damage due to fluctuations in ground elevation
and wave action in a 100-year storm. Cantilevered decks and walkways shall meet this
standard or shall be designed to break-away without structural damage to the main
structure.
18) Any building constructed shall comply with the North Carolina Building Code and the
local flood damage prevention ordinance as required by the National Flood Insurance
Program.
NOTE: The building code or flood damage prevention ordinance may impose additional
more restrictive requirements than the Division's standards for development in
areas of environmental concern (AECs).
NOTE: The permittee's contractor is advised to contact the U.S. Coast Guard at (910)
772-2220 to discuss operations and appropriate lighting, markers, etc. for all
dredge equipment.
NOTE: If the permittee discovers any previously unknown historic or archaeological
remains while accomplishing the authorized work, he will immediately notify the
District Engineer, Wilmington Branch, U.S. Army Corps of Engineers at (910)
251-4511, who will initiate the required State and Federal coordination.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or
local permits, approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this
permit. Contact a representative of the Division at [phone] prior to the
commencement of any such activity for this determination. The permittee is
further advised that many non-water dependent activities are not authorized
within 30 feet of the normal high water level.
NOTE: This permit does not convey any rights, either in real estate or material.
NOTE: Should either adjacent property be sold prior to the initiation of construction, the
permittee shall be required to obtain a signed riparian corridor waiver from the
new property owner prior to the placement of any structures within the 15 foot
riparian corridor.
CC: Tere Barrett, DCM
Ted Tyndall, DCM
men Mr-1
NFLICATIONie
9
Maier Development Fermft
(last revised 12127106) 1
J 41 A a. 4, -:.> ...J *.,. 7 . ?.,.ai r S, -.
$ 3 0 North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Carteret County Project Name (if applicable)
West Beaufort Public Boating Access Renovation Project
Applicant 1: First Name
Deborah MI Last Name
Pasteur
Applicant 2: First Name
- MI
L Last Name
I
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
801 Arendell Sreet PO Box City
Morehead City State
NC
ZIP
28557 Country
USA Phone No.
252 - 808 - 3301 ext. FAX No.
252 - 808 - 3975
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent(Contractor Information
Business Name
Nc Wildlife Resources Commission
Agent/ Contractor 1: First Name MI Last Name
Daniel E Cabe
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
1720 MAH Service Center Raleigh NC
ZIP Phone No. 1 Phone No. 2
27699 1720 919-218-414 9 ext. - - ext.
FAX No. Contractor #
919 707 0162
Street Address (if different from above) City State ZIP
1751 Varsity Drive Raleigh NC 27606-2576
Email
[e-mail]
<Form continues on back>
Form DCM MP-1 (Page 2 of 4)
"? 9T APPLICATION for
Major, . eveiopment Permit
3. Project Location
County (can be multiple) Street Address y
0
tion of Weat Beaufort Road & Turner Street
INt State d. #
, t
Sit 170
Carteret ersec
Subdivision Name City State Zip
N/A Beaufort JLNC 28516-
Phone No. Lot No.(s) (if many, attach additional page with fist)
N/A - - ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Town Creek
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?Unknown Newport River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
Town of Beaufort
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1,174 LF 214,750
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
4.93 ac
? NWL (normal water level)
,
please attach additional page with a list)
(If many lotsizes, 3.3 - 6.3 ft ®NHW or ?NWL
e. Vegetation on tract
Majority of tract is non-native grasses, 10-20 ft. trees buffer an area of coastal marsh adjacent to the shoreline.
f. Man-made features and uses now on tract
Two concrete boat launch ramps with small wooden fixed pier, approximately 60' floating courtesydock, 139.69' fixed dock
with 60' floating courtesy dock attached, 132' of wooden bulkhead, public restroom facility, gravel parking area, gravel
access road, 2 overhead lights.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Commercial Business, NC DOT Right of Way, Airport located across SR 1170
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
B-3 Marina Business district (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 Development Permit
m. (i) Are there wetlands on the site? ?Yes ®No
(ii) Are there coastal wetlands on the site? y Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Public restrooms are gravity flow piped to a force main lift station at thet property corner adjacent to Turner Street which is
operated by the Town of Beaufort.
o. Describe existing drinking water supply source.
Town of Beaufort public water supply
p. Describe existing storm water management or treatment systems.
Sheet flow across site through a vegatative buffer to the coastal marsh adjacent to Town Creek, drainage from NCDOT is
collected by roadside ditch and transported around the site and discharges to Town Creek.
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 purpose of the site will be to serve as a public boating access area under the Carteret County Parks and Recreation
Department. Enhancements will include new ADA canoe and kayak launch facilities, new motorboat launch ramps and
courtesy docks, paved parking. The facility will be open 24hrs/day, 7 days a week, 365 days/year. The facility will be owned
and maintained by Carteret County Parks and Recreation Department.
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.
Ramp construction will utilize a push slap methodology which are poured and cured upland, dock piles will be driven using a
vibratory hammer, dredging will utilize an excavator on a barge or long reach tpye with silt barriers. Construction equipment
will be stored upland in the existing parking area. Barges will be moored to the existing piles. Equipment will include:
bulldozer (1), excavator(1), backhoe(1), crane(1), barge(1), dump truck(2 tandem), motorgrader(1), pile driving equipment
(1 ea.)
d. List all development activities you propose.
Activities include construction of 3 concrete launch ramps,3 fixed courtesy docks, 2 floating docks, paved maneuvering and
parking area. Additional construction will include bulkhead renovatio , twT'groins, picnic shelter, restrooms, 2 informational
kiosks, paved sidewalks, and landscaping. T" Do,-A-, /
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? 64,438 ®Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area Yes ?No ?NA L
that the public has established use of? k
h. Describe location and type of existing and proposed discharges to waters of the state.
Sheet Flow across site through a vegetative buffer to the coastal marsh adjacent to Town Creek, the drainage from the
NCDOT is collected by roadside ditch and transported around site and discharges to Town Creek.
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.
??F L
Form DCM MP-1 (Page 4 of 4)

<Form continues on back>
APPLICATION for
- Major bevelopment Permit
6. Additionallnformation
In addition to this completed application form, (MP-1) the following items below, UA-A-kl 4- ie i 4" it4te n 6'r4er 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, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name NC DOT, Dwayne Alligood, Div 2 Maintenance Eng. Phone No. 252 514-4716
Address PO Box 1587, Greenville, NC 28735
Name Ms. Ada Hinson Phone No. 252 728-4725
Address 214 Elm Street, Beaufort, NC 28516
Name Beaufort - Morehead City Airport Authority Phone No. 252 728-1928
Address PO Box 875, Beaufort, NC 28516-0875
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Major permit #36-92
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.
1 7. Certification and Permission to Enter on Land I
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 July 10, 2008 Print Name Daniel Cabe, NCWRC Engineer.
Signature ---A=:Z
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)
oamy ne san
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. le sur4e 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
C and K 55 Apron 20
Length 80 Apron 10
Boatramp 80 Walkway 317
87
Width C And K 23 15 22
Boatramp 67
5
7
Avg. Existing -4
0 NA NA 7
Depth .
7
5
Final Project
Depth -4.5 NA NA, 5
6.6
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. I fi d
78.3
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:
d. High-ground excavation in cubic yards.
211.8
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
On-site as shown on plans, located in large open grass
area adjacent to SR 1170 on county property out of AEC.
90, X 190,
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
d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
(ii) If yes, where?
Same as above

(i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
?WL ®None
(ii) Describe the purpose of disposal in these areas:
3. SHORELINE STABILIZATION ? Thin section no app cable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
®Bulkhead ?Riprap OBreakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: Bulkhead 0', Sill
7-.b' Breakwater 40'
3
e. Type of stabilization material:
Bulkhead: Vinyl Sheet Pile w/ timber "Navy- Type" Bulkhead
Construction, Sill: Clean granite rip-rap
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 0 Riprap
Breakwater/Sill 1200 Other
i. Source of fill material.
Bulkhead - onsite, Sill rock quarry
b. Length: Bulkhead 11 T. Breakwater 143'. Sill 80'
Width: Bulkhead 2'. Breakwater 2'. Sill 15'
d. Maximum distance waterward of NHW or NWL: Bulkhead 0',
Breakwater ST, Sill 1.9
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes NNo ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Granite
4. OTHER FILL ACTIVITIES 0This section not applicable
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the site? ?Yes ?No ?NA b. (i) Will fill material be olaced in coastal wetlands/marsh (CW).
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the fill in these areas:
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)?
Excavated material will be transported to the on-site spoil disposal excavator on a barge or long reach excavator
area which will be contained by silt fence. Siltfence checks with
washed stone will be installed to relieve hydrostatic pressure.
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 NNo ?NA site? ?Yes SNo ?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.
June 10, 2008
Date
West Beaufort Public Boating Access Renovation Project
Project Name
Daniel Cabe, NCWRC Engineer, Agent for Carteret Co.
Applicant Name
Applicant Signature
w

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
1- New prefabricated 9.75'X 17' public restroom, 1- 20'X20'
timber picnic shelter, 2- concrete aprons, 1- asphalt parking
& maneuvering area, steel bollards, concrete walkways and
landscaping.
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ®No ?NA
(ii) If yes, list the date submitted:
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.
15.5%
L 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.
25.5
b. Number of lots or parcels.
1- parcel- Carteret County
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
116,923 SF
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt pavement for roads and parking areas, concrete
sidewalks and aprons.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ?No ?NA
(ii) If yes, list the date submitted: _12/3/2007.
Describe proposed method of sewage disposal.
Reconnect to existing gravity type sewer pipe which feeds
to a force main system on Town of Beaufort public
utilities
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).
Stormwater runoff via sheetflow across site, maintaining 30'
vegetative buffer
k. Have the facilities described in item (i) received state or local
approval?
OYes ?No NNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative storrnwater
design?
?Yes NNo ?NA
If yes, attach appropriate documentation.
m. Describe proposed drinking water supply source (e.g., well
community, public system, etc.)
Town of Beaufort Public System
o. When was the lot(s) platted and recorded?
June 29, 1943
n. (i) Will water be impounded? ?Yes ®No j]NA
(ii) If yes, how many acre?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No [DNA
July 10, 2008
Date
West Beaufort Public Boating Access Renovation Project
Project Name
Daniel Cabe, NCWRC Engineer, Agent for Carteret Co.
Applicant Name l
Applicant Signature
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to corei4it .abo> her sections, J tht?jCoJV
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial ®Public/Government []Private/Community
[]This section not applicable
b. (i) Will the facility be open to the general public?
[Dyes ?No
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ?Yes ONO
(ii) Number 4-Fixed, 3 Floating If yes:
(iii) Length Fixed 30-90' 1(cD88' Floating 2 (56- 60' (ii) Number
10 130 f (iii) Length
(iv) Width fixed 6', floating 8' (iv) Width
(v) Floating ®Yes ?No (v) Floating ?Yes ?No
e. (i) Are Platforms included? ?Yes ONO f. (i) Are Boatlifts included? ?Yes ONO
If yes: If yes:
(ii) Number (ii) Number
(iii) Length (iii) Length
(iv) Width (iv) Width
(v) Floating ?Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
N/A ? Full service, including travel lift and/or rail, repair or
- maintenance service
(ii) Number of slips existing
? Dockage, fuel, and marine supplies
N/A
? Dockage ("wet slips") only, number of slips:
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 3
? Other, please describe:
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:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed types. primarily Wand less motorboats and
sailboats, also canoes and kavaks.
k. Typical boat length: 36' and less
1. (i) Will the facility be open to the general public?
®Yes []No
m. (i) Will the facility have tie pilings?
?Yes [ONO
(ii) If yes number of tie pilings?
2. DOCKING FACILITY/MARINA OPERATIONS ?This section not applica5l"
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
® Toilets for patrons; Number: 2; Location: Near Builbing and vehicle parking; sheet 2 of 14
? Showers
? Boatholding tank pumpout; Give type and location: a ar
b. Describe treatment type and disposal location for all sanitary wastewater.
none
c. Describe the disposal of solid waste, fish offal and trash.
trash cans
d. How will overboard discharge of sewage from boats be controlled?
signage
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
3 - 1@ each of two ramps, 1@ main - T - dock
(ii) Give the location and number of "Pumpout Available" signs proposed.
none
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
no vessel maintenance
g. Where will residue from vessel maintenance be disposed of?
NA
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.
none
j. What will be the marina policy on overnight and live-aboard dockage?
no permenant mooring
k. Describe design measures that promote boat basin flushing?
1" per V or equivalent spaces in breakwater
1. If this project is an expansion of an existing marina, what types of services are currently provided?
NA
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes 0 No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlandsimarsh (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 675 ?SAV ?SB
OWL []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.
13. 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.
14. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable I
a. Q) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) -This section not applicable
a. Length 143'
b. Average distance from NHW, NWL, or wetlands
40'
c. Maximum distance beyond NHW, NWL or wetlands
,W &3;A'
6. MOORING PILINGS and BUOYS [Q This section not applicable
a. Is the structure(s):
[]Commercial []Public/Government []Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Are of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
36' closest structure 50' closest
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
75' at canal. 1069' at Town Creek
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at'NLW or NWL j
average 4.5'
1` f as ,ri, aq?
8. OTHER 0This section not applicable
a. Give complete description:
July 10, 2008
Date
West Beaufort Public Boating Access Renovation Project
Project Name
Daniel Cabe, NCWRC Engineer, Agent for Carteret Co.
Appiic ame
Applicant Signature
Project Narrative
West Beaufort Public Boating Access Area Renovation Project
Carteret County proposes to renovate its West Beaufort Public Boating Access Area
located at the intersection of West Beaufort Road and Turner Street in Beaufort, North
Carolina. The county has qualified and been granted funding for the majority of the
renovation project in the amount of $523,000 through the North Carolina Public Beach
and Coastal Waterfront Access Program, contract No. 507087. The project will be a
cooperative effort between Carteret County and the North Carolina Wildlife Resources
Commission. The county has requested the assistance of the NC Wildlife Resources
Commission in the design, permitting, and construction of the County's West Beaufort
Public Boating Access Area Renovation Project. The Commission has been authorized
by Carteret County to act as its project agent.
The project is located adjacent to Town Creek and a manmade canal. Town Creek is
classified as SC waters and is within the White Oak Basin. Adjacent uses of Town Creek
include Town Creek Marina, wet boat slips, commercial fish house, and a mooring field
(COE Harbor of Refuge). The parcel is zoned B-3, marina business district. The
proposed site has mixed vegetation to include coastal wetlands, upland grasses and
shrubs, small coastal trees, and non-native grasses.
The scope of the renovation project will encompass a comprehensive renovation of the
existing public boating access area. Enhancements will include construction of a new
motor boat launch facility consisting of two new double boat launch ramps, three fixed
docks, and one floating dock. The existing launch ramp will be into a new handicap
accessible canoe and kayak launch ramp with a floating ADA compliant courtesy dock.
The existing bulkhead will be replaced with a timber and vinyl bulkhead. existing
concrete rubble will be removed and replaced with planted marsh grass and rock sill. The
existing "T" dock will be modified and renovated to provide gangway access to a new
floating dock outside the Federal Harbor of Refuge. Upland improvements include re-
configuring the parking and maneuvering areas to decrease the overall impervious
surface area of the access area. These areas will be paved during renovation. Additional,
upland improvements include the relocation and replacement of the restrooms and the
addition of a picnic shelter. The existing concrete rubble, currently serving as, shoreline
stabilization will be removed and replaced with a rock sill and planted native upland and
marsh grasses in an effort to create shoreline habitat and increase the vegetative buffer to
Town Creek.
The total parcel size is 214,750 square feet (4.93 acres). The existing total impervious
surface area of the site is 68,438 square feet and 32.13% of the total area. The proposed
total surface area of the site is 54,744 square feet and 25.5% of the total area. There are
13,651 square feet of impervious area within the AEC or 15.5% of the total impervious
area of 88,050 square feet. A Stormwater Permit (Permit No. SW8 071222) has been
issued for the project. An Erosion and Sediment Control Plan will be submitted a
minimum of 30 days before land disturbing activities begin.
The Turner Street entrance will be closed as part of the proposed renovations and
relocated on West Beaufort (SR 1170). The access road currently serving the Turner
Street entrance will be removed and vegetative cover established. Future NCDOT
Highway Transportation Improvement Plan (TIP) project number R-3307proposes to
construct US Highway 70 as a 4-lane facility by widening West Beaufort Road and
connect it to Radio Island via a bridge over Town Creek. Current highway project plans
create a service road which will serve the boating access area in the future. Only minor
modification to the site as proposed will be required at that time to provide continuing
access.
Bill Zaist, Carteret County Engineer, has overall oversight of the project construction,
budget, and scheduling. NC Wildlife Resources Commission has agreed to fund and
construct the boat launch ramps with associated docks and bulkhead renovations. All
other work will be completed by through contractors under the direction of the County
Engineer.
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