20090606 Ver 1_CAMA Application_20090526

A
N+CDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
09~0606
May 21, 2009
Dee Freeman
Secretary
?12 ('E?5 90%q LrE
MEMORANDUM:
MAY 2,-G 2009
TO: Cyndi Karoly
Division of Water Quality WE7LWS STORI Wit ER
BRANClI
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Beaufort Partners, LLC (Beaufort Marina)
Project Location: The project site is located at 103,113 & 115 Cedar Street, Beaufort, Carteret
County.
Proposed Project: The applicant is proposing to construct a 61 slip marina, bath house, 18 space
parking lot, boardwalk and riprap repair.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
06/11/2009. 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
Phone: [phone]\ FAX: [phone] Internet: www.nccoastalmanagement.net NorthCarolina
An Equal Opportunity\ Affirmative Action Employer Naturallif
° Major Permit Fee Schedule
Circle One
DCM % DWQ %
Development Type Fee (14300160143510009316256253) (2430016024351000952341)
I. Private, non-commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $250 100%($250) 0%($0)
II. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $400 100%($400) 0%($0)
111. For development that involves
the filling and/or excavation of up
to 1 acre of wetlands and/or open
water areas, determine if A,B, C.
or D below applies:
III(A). Private, non-commercial
development, if General Water
Quality 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)
111(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 #
Amount I
Project
Name
t?
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Beaufort Partners (Beaufort Marina Project) C/O Allen Thomas
2. LOCATION OF PROJECT SITE: Adjacent to Town Creek at 103,113 and 115 Cedar
St. (currently Hardees and previously a gas station), Beaufort
Photo Index - 2000: grids 40-528 (0-8&9), (P-9)
2006: grids 41-8034(1-16), (J-16&17)
State Plane Coordinates - X: 2701874.329 Y: 362171.777 Rover: J042110A
Longitude: 76°39'50.35130 Latitude: 34°43'20.74761
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 4/21/2009
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 4/22/2009
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Beaufort dated 1996
Land Classification from LUP - Developed/Conservation
(B) AEC(s) Involved: CW, EW, PTA, ES
(C) Water Dependent: Docks /slips (yes), high ground work(no)
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Municipal sewer
Planned - none
(F) Type of Structures: Existing - Hardees and accessory buildings, rip rap,
parking lots, concrete boat ramp and driveways
Planned - 61 slip marina with docks, finger piers and
pilings, bath house, riprap repair and 18 space parking area
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Open Water N/A N/A 7,143.6 ft2 Shaded
50,703 ft2Inc.
(B) Coastal Wetlands N/A N/A 380ft2 Inc.
380ft2 Shaded
(C) Shallow Bottom 113,750 ft2 650 ft2 of riprap N/A
(D) High Ground N/A 11,021 ft2 N/A
(D) Total Area Disturbed: 176,504ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: Contingent on a contract to purchase the project proposed is to
construct a 61slip marina, bath house, 18 space parking lot, boardwalk and riprap repair.
Field Investigation Report:
Beaufort Partners LLC
Beaufort Marina Project
Page 02
This project submitted an Environmental Assessment on February 3, 2009 and received
the Finding of No Significant Impacts from the State Clearing House on February 19,
2009. The purpose of this project per the applicant is for access for recreational boating to
the Beaufort area.
9. Narrative Description
The Beaufort Marina project is located immediately east of the bridge at 103, 113 and 115
Cedar Street in Beaufort and is adjacent to Town Creek and the COE Turning Basin. The
property is 1.9 acres in its entirety and is an average of 10' above NHW. A portion of the
site currently has a Hardees restaurant. The vacant portion which used to house a gas
station has been cleared with the exception of the parking lot and driveways. There is
riprap along the shoreline along with large amounts of debris. There is a 10' x 145' fringe
of coastal marsh which starts on the west side and ends 145' from the east side of the
property. It is located waterward of the existing rip rap. It consists of Spartina alterniflora.
The undeveloped and developed portion of the high ground is comprised mostly of grass, a
few cedars, oak trees and scrub bushes. The developed portion of the high ground contains
Hardees with its parking lot and driveways. The proposed development is a commercial
project. There are commercial properties to the east and west of the project area.
The Town of Beaufort's Land Use Plan classifies this property as Developed with all
AEC's classified Conservation. Town Creek is not designated as Primary Nursery Area
and is closed to the taking of shellfish. Town Creek within this area carries a water
classification of SC and has a width of 1,102'. Water depths are an average of -2.88' nlw.
Riparian corridors have been set to follow the existing alignment of the adjacent neighbor
"Discovery Diving". Substrate is mostly silt. No SAV's or shellfish beds were observed
within the proposal project area.
10. Project Description:
The current proposal is for 61 slip marina, rip rap repair, parking lot, boardwalk and bath
house.
The applicants are proposing to construct a fixed pier marina with 57 permanent slips and
four temporary side-to slips. The side-to slips would be located outside of the t-head
platforms. The most western pier would start at nhw while crossing a 10' span of coastal
wetlands and continuing waterward for 267'. The pier would be 8' wide and intersect a 6'
x 101't- platform. There would be 27 permanent slips located within this area with two
temporary side to slips located on the outer portion of the t-head. The slips would be
numbered 1-27 with a total of 13 (3' x 20') finger piers and 14 tie pilings within this area.
The temporary side -to slips would be numbered 60 and 61.
Field Investigation Report
Beaufort Partners LLC
Beaufort Marina Project
Page 03
The most eastern pier would extend from nhw over open water for 276' and intersect with
a 6' x 85.6 t- head platform. There would be 30 slips located within this area with 15 (3' x
20') finger piers and 15 tie pilings. The inner slips would be numbered 28-57 with the two
remaining outer side-to slips numbered 59 and 58.
The typical boat would be less than 50'with an open runabout to larger cabin cruiser/yacht
design. The marina policy would prohibit overboard discharge, no fueling and no
overnight or live aboard dockage and would participate in the Clean Marina Program. The
only "amenities" would be a bath house located on the high ground portion and a mobile
pump out station located on the eastern dock. This station would be routinely removed by
an approved contractor. The width of Town Creek in this area is 1,102'. The western pier
would not extend farther than 273' waterward from the edge of the marsh and the eastern
pier would not extend farther than 282' from nhw. The outermost portion of the piers and
platforms would be located 215' from the 42' US Corp of Engineers Channel Setback and
greater than 15' from the riparian corridors.
The piers would comlect with a boardwalk that runs parallel with the shoreline. It would be
6' x 259' and would not extend past the nhw contour. The boardwalk would be located
over a 240 square foot section of coastal wetlands at the west. A 6' x 45' slatted wooden
access would connect the boardwalk with the bathhouse.
The applicants are proposing to excavate the boat basin area with a bucket to barge
method. A total of 14,745 cubic yards of material would be removed below nhw. The
excavation dimensions are 325' x 350'. The average existing depth is -2.5' nlw with a
proposed final depth of -6' nlw. The connecting water depths within this area are an
average of - 6.3' nlw. The material would be trucked offsite to an approved disposal area.
Currently there is existing riprap in place at a height of + 7' nhw which helps stabilize the
existing embankment and shoreline. The applicants are proposing to repair the existing
riprap. The new riprap would be a total length of 301 linear feet and would not be located
farther than a maximum distance of 5' waterward and an average distance of 2' waterward
of the nhw contour. The riprap would be located landward of the existing coastal wetlands
on the west side of the property. A total of 650 square feet of rock would be placed below
normal high water level.
The proposal is for the bathhouse and parking lot area located on the high ground portion.
The applicants are proposing a wooden, one story elevated bath house with screen porch
and deck for the use of the marina patrons. The building would be 25' x 35' with a 45' x
70' deck surrounding the bathhouse. The existing grade is +8.0' MSL with the completed
first floor building height at +10.75' MSL. The 18 space parking area would be located
south and directly behind the bathhouse building. The dimensions for the parking area are
Field Investigation Report
Beaufort Partners LLC
Beaufort Marina Project
Page 04
710' x 110'. The bathhouse and parking area would be located over existing impervious
which for the entire combined tracts is 46, 982 square feet or 57%. The bathhouse and
parking area would require a total of 11,02 t square feet of high ground to be graded and
filled. The amount of impervious proposed along the tract within the AEC is 15% with the
entire tract at 61 %. The bathhouse and deck would be located 40' from the nhw at the east
side and 55' from the nhw at the west side. The parking lot would be located a distance of
120' from the nhw and 72' from the DOT right of way.
11. Anticipated Impacts:
The upland portion of this project would require the grading and filling of 11,021 ft2 with a
finished impervious of 15% within the AEC and 61% for the entire tract. The proposed
docks and fingers would shade 7,143.6 ft2 and incorporate 50,703 ft2 of open water. The
western dock would shade and incorporate 380 ft2 of coastal wetlands. The excavation
would disturb 113,750 ft2 of shallow bottom habitat and remove 14,745 cubic yards of
material from the system while the riprap placement would fill 650 ft2 of shallow bottom
also. Here is a total of 301' of shoreline. The setting of pilings and riprap placement would
cause an increase in temporary turbidity. There would be no hindrance to navigation due to
the fact that all work proposed would be 215' from the 42' USACOE channel setback. There
would be 57 permanent slips added to the boating usage of Town Creek.
Name: Heather Styron Date: 5/19/09 Morehead City
J ?
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue
Governor
MEMORANDUM:
TO: DOUG HUGGETT
FROM: HEATHER STYRON
THRU: TERE BARRETT
Dee Freeman
Secretary
May 19, 2009
SUBJECT: COMMENTS & RECOMMENDATIONS - CAMA MAJOR PERMIT- BEAUFORT
PARTNERS LLC (BEAUFORT MARINA PROJECT), 103,113 AND 115 CEDAR ST. BEAUFORT
The following are my comments and recommendations regarding the aforementioned proposal. The proposal is
for the repair of existing riprap, construction of piers with all associated platform, pilings and fingers for a 61 slip
marina, excavation and high ground development. There would be a total of 57 permanent slips with four side to
temporary slips. The slips would be numbered 1-61. A total of 28 tie pilings and 28 finger piers would be located
within the new slips areas. A total of 14,745 cubic yards of material would be removed below nhw to a final depth
of -6' nlw from an average depth of -2.5'nlw. All work would be a distance of 215' from the USACOE 42'
channel setback. The riprap would be 301' in length and would not extend farther than 5' waterward of the nhw
comtour.The high ground work would grade and fill a total of 11,021 square feet and would remain outside of the
30' buffer. The total area to be covered by impervious within the AEC would be 15% and 61% outside the AEC
(including the existing impervious and new bath house). The width of the docks would be greater than six feet,
however per 71-1.0208 (6) (A) could be permitted if the greater width is necessary for safety or to improve public
use access.
The proposed work is consistent with 15A NCAC 7H.0208 and .0209 therefore the Morehead City District Office
recommends the project be authorized as proposed on plats dated received April 25, 2009, contingent upon all
applicable general conditions and the following standard conditions:
• The number of slips shall not exceed 61 as shown in the Environmental Assessment which received State
Clearinghouse review of No Significant Impacts on February 19, 2009.
• The length of the proposed docks and fingers shall not exceed the distance as shown on the plats.
• No work shall hinder navigation in any way.
• Riprap placement shall be landward of the existing coastal wetlands.
• The shoreline for this project is 301' so the allowable platform square footage shall not exceed 1,204 square feet.
• In order to provide safe use the piers shall be no wider than 8'.
Cc: Tere Barrett, DCM
Dave Timpy, COE
400 Commerce Ave., Morehead City; NC 28557
Phone: [phone] \ FAX: [phone] Internet: www.nccoasta!management.net
An Equal Opportunity 1 Alfirmative Action Employer
James H. Gregson
Director
NorthCarohna
Natutallif
Project Narrative
CAMA Major Permit
Beaufort Marina Project
Beaufort Partners, LLC - Applicant
The proposed marina project site is located on Town Creek in Carteret County
within the commercial waterfront district of the City of Beaufort, North Carolina
The site is comprised of three tracts of land: lot 120 at 115 Cedar Street
containing 0.96 acres (41,861 sq. ft.) of uplands, 113 Cedar Street containing
0.52 acres (22,651 sq.ft) of uplands and 103 Cedar Street containing 0.46 acres
(20,037 sq.ft.). The waters of Town Creek adjacent to the property are classified
as SC by the North Carolina Environmental Management Commission (EMC).
SC waters are used for aquatic life propagation and survival, fishing, wildlife and
secondary recreation. Town Creek discharges into Gallant Channel and the
Newport River in eastern North Carolina and eventually flows into the Atlantic
Ocean. The project site is located in the White Oak River Subbasin 03020106.
Waters in this vicinity are currently listed as impaired and closed to shellfishing.
Total waterbody width of Town Creek is approximately 1,102 feet and the current
combined linear feet of shoreline for the subject lots is approximately 301 feet.
The proposed project will provide access to and enhancement of recreational
fishing and boating opportunities. Over the past 25 years, improvements to the
waterfront areas of Beaufort have resulted in increased revenue for the City of
Beaufort, increased property values and increased tourism. The proposed
marina project would strengthen the aforementioned benefits to Beaufort. In
addition, the project would offer employment opportunities for the community in
the form of marina construction and maintenance positions as well as custodial
services needed for the proposed bath house and grounds.
Beaufort Partners, LLC proposes to construct a commercial, fixed pier marina
with 57 permanent slips, four (4) temporary "side-to" slips situated on the outside
of the T-Head docks, a bath house with screened in porch and open deck space,
and an 18 space parking lot. The future site will be comprised of three parcels in
various stages of commercial use. Wooden boardwalks and t-heads will be six
feet wide except for the water situated piers which are proposed to be 8' wide to
accommodate dock boxes, utilities, and safe pedestrian passage in both
directions. All finger piers are to be 3' wide and 20' long. One parcel, lot 120 or
subject property is vacant except for remnant asphalt and concrete surfaces as
well as one concrete block building left over from the previous business. The
existing concrete building will be removed and a portion of the existing
impervious surface will be utilized for the proposed 18 space (1 space per 4
slips) parking area. A breakdown of existing impervious surface and proposed
new impervious surface coverage for the project can be found on the Existing
Conditions and Site Plan sheets of this application. Proposed impervious surface
coverage within the 75' AEC will be approximately 15%. The other two parcels
are currently being utilized as Hardees (103 Cedar St.) and its associated
infrastructure including parking, trash dumpsters, restaurant space and utilities
(113 Cedar St.). The applicant has an existing "contract to purchase" with the
other property owners which will be implemented once a permit has been issued.
All of the current uses of the property are proposed to remain the same except
for the improvements to the parking area and construction of a bath house on lot
120. A State Stormwater Plan has been submitted to the Division of Water
Quality for the site on 13 March 2009 and will be reviewed concurrently with this
CAMA Major Permit application. There will be no dock office, fuel service or
maintenance areas provided. Rip rap stabilization will be performed along the
entire length of shoreline as needed to bolster existing rip rap along the
waterward edge of the property and will not exceed more than 2 feet on average
beyond the NHW line and will be landward of any vegetated wetlands where they
exist
A submerged aquatic vegetation (SAV) and shellfish study was conducted in the
adjacent subtidal waters of Town Creek in December 2007 in preparation of
Environmental Assessment (EA) process. The study was performed to ascertain
the presence or absence of SAV and shellfish and to attempt to quantify any
shellfish resources encountered in order to determine if those resources
constitute a significant resource. The sampling was conducted over a period of
two days and no SAV or SAV rhizomes were encountered and the amount of
shellfish, specifically clams, noted does not constitute a significant resource.
Oysters were found along the shoreline but will not be impacted by the proposed
marina since they will be bridged by any pier structures.
A bucket to barge operation will be used to excavate approximately 1.54 acres of
public trust bottom area with approximately 14,745 cubic yards of sediment being
removed. Silt curtains will be employed during the dredging activities in order to
reduce the affect of suspended sediments in the immediate vicinity. This
proposed dredging will assure navigable access for vessels ranging in length
from 30 feet to 50 feet. All excavated material will be disposed of by a licensed
and permitted contractor at an offsite location. The yet to be selected contractor
will be responsible for placing the material in an approved spoil disposal site. It is
understood that DCM and the COE will approve the location of the spoil site and
that the contractor will be responsible for obtaining any required authorizations
from the Division of Land Resources. .

DCM MP-1
0 9- 0 6 0 6
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Beaufort Partners Llc Project Name (if applicable)
Beaufort Marina Project
Applicant 1: First Name
Allen MI Last Name
Thomas
Applicant 2: First Name MI Last Name
if additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box
14165 City
New Bern State
NC
ZIP
28561 Country
USA Phone No.
252 - 902 - 9021 ext. FAX No.
252 - 321 - 5525
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Land Management Group Inc.
Agent/ Contractor 1: First Name MI Last Name
Mark Westendorff
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
PO BOX 2522 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28402 910 - 452 - 000 1 ext. - ext.
FAX No. Contractor #
910 452 0060
Street Address (if different from above) City State ZIP
3805 Wrightsville Ave Wilmington NC 28403-
Email
[e-mail]
<Form continues on back>

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret 103, 113, and 115 Cedar Streets Hwy 70
Subdivision Name City State Zip
NA Beaufort NC 28516-
Phone No. Lot No. (s) (if many, attach additional page with list)
252 -902-9021 - ext. See attached Cateret County Parcel data,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
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.
Beaufort
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
301 ft. for the three lots 1.9 acres or 82,764 sf
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
0.46 acres, 0.52 acres, 0.96 acres, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) +10.0 ®NHW or ?NWL
e. Vegetation on tract
Majority of tract is covered by impervious surface from existing and previous businesses. Small area of grass and red cedar
trees located along the waterward edge of property.
f. Man-made features and uses now on tract
The eastern portion of the property was previously operated as a gas station and convenience store. Lot has been cleared
of the majority of old structures but parking area still remains. The western portion of the property consists of a Hardees
Restaurant with associated parking lot and driveways.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Adjacent properties are operated as commercial businesses. Homer Smith Seafood is located to the east of the proposed
project. Discovery Divers operates a marina and diving operation to the west of the proposed project.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
B-3 (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>
. d .ii
r
.3
dY ?
Form DQM MP-1,(Page 3 of 5) APPLICATION foli
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 yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Municipal wastewater connection leftover from previous business on eastern side of the project area. Municipal wastewater
connection existing for Hardees Restaurant.
o. Describe existing drinking water supply source.
Municipal water available
p. Describe existing storm water management or treatment systems.
None currently for the project. All appropriate stormwater permits to be applied for concurrently with this application.
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 serve as a marina providing a variety of slip sizes ranging from 30ft. to 50ft. The facility will provide access
for recreational boating to the Beaufort area.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each typ
of equipment and where it is to be stored.
Typical construction methodology and equipement will be used in the construction of the project including pile driver, barge i
and excavator. All equipment will be stored on site during the construction phase.
d. List all development activities you propose.
The applicant proposed to construct a 61 slip marina, a bath house, an 18 space parking area and rip rap repair along the
waterward edge of the three parcels.
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? 1.54 acres of public trust bottom and
approximately 11,000 sf of uplands
for the bathhouse, wooden
walkways, and parking area.
®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.
No discharges to waters of the state proposed.

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.
_ 10 ;"T.9 _ a,_
Form DCM MP-1 (Page 4 of 5)
<Form continues on back>
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) - (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Homer Smith LLC Phone No. 252-728-2944
Address P. 0. Box 68, Salter Path, NC 28575
Name Debora Boyce Phone No. 252-728-2265
Address 414 Orange 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.
None known
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 2 Print Name -Mark est9ndorff
Signature L (-? 7
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

L
0
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 325'
Width 350'
Avg. Existing -2.5' NLW NA NA
Depth
Final Project -6.0 NLW 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. fine sands and mud
approximately 14,745 cubic yards
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.
NA
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Will be trucked offsite to approved disposal area. none
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
?Yes ENo ?NA ?Yes NNo ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
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
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

r.;
3. SHORELINE STABILIZATION ?This section not applicable
(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: 2 ft.
e. Type of stabilization material:
clean concrete rip rap similar to existing material
b. Length: approximately Sul Ilnear feet OT snoreune
Width: not to exceed 2 feet beyond NHW line and not to exceed
beyond the upper edge of marsh
d. Maximum distance waterward of NHW or NWL: 5 ft.
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ®No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap approximately 650 SF of Rip clean concrete similar to exisitng rip rap
rap
Breakwater/Sill Other
i. Source of fill material.
local concrete or rock
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a_ fi) Will fill material be brouaht 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
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), Shell bottom (Sts), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL []None
(ii) Describe the purpose of the fill in these areas:
15. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Excavated materials will be shipped offsite to an approved location Standard Bucket to Barge operation.
to be determined at a later date.
c. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
4/23/09
Date Mark Westendorff
Beaufort Marina Applicant Name ;, •? i i` 5
Project Name
Applicant Signature
y

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.
One wooden, elevated bath house with screened porch,
deck and wooden walkways leading to dock system and 18
space parking area.
c. Density (give the number of residential units and the units per
acre).
NA
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:
b. Number of lots or parcels.
3
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
Approximately 11,021 SF
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
wooden frame structure for bath house and roof and
asphalt and gravel for parking area..
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.
approximately 3,395 sf (15%) for proposed bath house and
existing impervious from Hardees parcels
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.
approximately 61 % including existing impervious area and
new bath house.
j. Describe proposed method of sewage disposal.
municipal
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).
no discharge to waters of the state proposed
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: 13 March 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.

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
public water system
o. When was the lot(s) platted and recorded?
2/26/08
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
Date
Beaufort Marina
Project Name
Mark Westendorff (LMG) for Beaufort Partners, LLC
li t ame
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 complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
NCommercial ?Public/Government ?Private/Community
?This section not applicable
b. (i) Will the facility be open to the general public?
?Yes NNo
c. (i) Dock(s) and/or pier(s)
(ii) Number 4
(iii) Length 277' and 276' for piers over water mesured
from NHW/MHW to platform 42' for access boardwalk from
bathhouse to shoreline boardwalk. 259' for shoreline
boardwalk.
(iv) Width 8' for piers over water and 6't-heads and
access boardwalks.
(v) Floating ?Yes ®No
e. (i) Are Platforms included? NYes ?No
If yes:
(ii) Number 2
(iii) Length .101' and 85.6'
(iv) Width 6'
(v) Floating ?Yes NNo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
61 - 57 permanent and 4 temporary
(ii) Number of slips existing
none
i. Check the proposed type of siting:
? Land cut and access channel
NOpen water; dredging for basin and/or channel
?Open water; no dredging required
?Other; please describe:
k. Typical boat length: 25' to 50'
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ?No
28
20'
3-
[]Yes NNo
f. (i) Are Boatlifts included? ?Yes NNo
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
N Dockage ("wet slips") only, number of slips: 61
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabout to larder cabin cruisers/yachts
I. (i) Will the facility be open to the general public?

m. (i) Will the facility have tie pilings?
NYes ?No
(ii) If yes number of tie pilings?
28
41es JJNo
2. DOCKING FACILITY/MARINA OPERATIONS ?This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
N Toilets for patrons; Number: 2; Location: on uplands in proposed bath house.
? Showers
N Boatholding tank pumpout; Give type and location: mobile/temporary pumpout station located on NE T-head dock.
b. Describe treatment type and disposal location for all sanitary wastewater.
mobile pumpout station to be employed and routinely removed from the site by an approved contractor.
c. Describe the disposal of solid waste, fish offal and trash.
Appropriate fish cleaning stations will be constructed and all solid waste will be removed by approved contractor.
d. How will overboard discharge of sewage from boats be controlled?
Marina policy will be to prohibit any overboard dischard of sewage. Marina patrons will be made aware of Boat Owners
Association list of Covenants and required to sign agreement to follow these rules at the time they purchase a slip. The marina
owners will be participating in the Clean Marina Program and proposed that all BMP established by the program will be
maintained for the life of the project. Marina owners will recommend dye tablets for boat bilges helping to discourage
inappropriate dumping of sewage.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
Signs to be posted at entrance to docking facility and along T-head piers. Approximately 3 to be posted.
(ii) Give the location and number of "Pumpout Available" signs proposed.
Same as above.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
NA
g. Where will residue from vessel maintenance be disposed of?
No boat maintenance allowed at this facility.
h. Give the number of channel markers and "No Wake" signs proposed. NA
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
No fueling services proposed at facility.
j. What will be the marina policy on overnight and live-aboard dockage?
Marina policy will be to prohibit overnight and live aboard dockage.

k. Describe design measures that promote boat oasm rushing r
All excavation will be connected to similar depths promoting free water flow through the project area.
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 ®No
o. is the mannaiaocKmg racmty prupubm wiunn V1 ClUJOUVIR iv wawa, ,,.ouo„--- ?...„ ,__-•_ . _?____._.. , _ „
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW none ?SAV ?SB
?WL ?None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) 23 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): b. Number
?Commercial ?Public/Government ?Private/Community

c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
All structures to be built to the 15' setback lines
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Approximately 1102'
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. Description of buoy (color, inscription, size, anchor, etc.)
b. Proximity of structure(s) to adjacent docking facilities.
Approximately 68' to Homer Smith Seafood to the west and
85' to Discovery Divers to the east.
d. Water depth at waterward end of structure at NLW or NWL
-6 NLW
8. OTHER ®This section not applicable
a. Give complete description:
Y /7 3 v?
Date
Beaufort Marina Project
Project Name
Beaufo/t Partners, LLC / Mar endorff (LMG) Agent
V nt me ? p
cant Signature

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NOTES:
RIPARIAN CORRIDOR LINES WERE DRAWN PARALLEL TO EXISTING
DISCOVERY DIVER'S DOCK AS PER INSTRUCTIONS FROM DCM STAFF (2007).
ALL WATER DEPTH WERE COLLECTED ON 12/07/07 AT LOW TIDE AND
ARE RELATIVE TO NLW (MLW).
- 1/4 WATERBODY SETBACK DETERMINED BY SURVEY DATA COMPRISED
OF FAN OF LINES AND DISTANCES FROM EDGE OF MARSH TO EDGE OF
MARSH ACROSS TOWN CREEK BASIN. (MHW WAS USED IN LEUI OF EDGE
OF MARSH ALONG THE TOWN CREEK MARINA BULKHEAD.)
61 SLIPS PROPOSED WITH SLIP #'S 58-61 TO BE TEMPORARY TIE-UP ONLY.
NO OPEN HEADS, FUELING SERVICES OR MAINTENANCE AREAS PROPOSE
18 PARKING (4:1) SLOTS PROPOSED FROM EXISTING IMNERVIOUS SURFAC xy ?•
NO NEW IMPERVIOUS SURFACE PROPOSED WITHIN THE 30' BUFFER.
APPROXIMATELY 635 SQ. FT. OF NEW IMPERVIOUS (BATH HOUSE) PROPOSED
WITHIN THE 75' AEC.
TOTAL AREA OF THREE PARCELS = 82,764 SF.
TOTAL AREA OF EXISTING IMPERVIOUS SURFACE FOR THREE PARCELS = 46,982 SF.
PERCENTAGE OF THREE PARCELS COVERED BY IMPERVIOUS SURFACE = 57%
TOTAL AEC AREA FOR THREE PARCELS = 22,682 SF. 1102
0
.
TOTAL AREA OF EXISTING IMPERVIOUS SURFACE IN AEC = 2,760 SF (12%).
- TOTAL AREA OF EXISTING AND NEW IMPERVIOUS SURFACE PROPOSED IN AEC
= 3,395 SF (15%) '?
TOTAL AREA OF IMPERVIOUS SURFACE FOR ENTIRE SITE WHEN BATH HOUSE IS ADDED
TO THE EXISTING TOTAL = 50,617 SF (61%).
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Property Line _ - p? e°
`ST?FFr

MHW Line
NLW Line --
THIS MAP IS BASED ON ORIGIANL
DRAWINGS AND/OR SURVEY
r
30' Buffer - - INFORMATION FROM:
75' AEC Line - - - - - - -
- 11$?Ildl?

Debris Field 1015 COWDOM ME
MAKrM 25L75S1300
Coastal Wetlands
a
r LAND MANAGEMENT IS NOT
RESPONSIBLE FOR THE ACCURACY
OF SAID INFORMATION
THIS DRAWING IS PROVIDED AS A SCHEMATIC
REPRESENTATION OF PROJECT INTENT AND IS TO BE
USED FOR CAMA PERMIT REVIEW ONLY. THIS DRAWING
50 100 200
IS NOT INTENDED TO BE UTILIZED FOR FINAL DESIGN 0
OR CONSTRUCTION FOR THIS PROJECT.
PROJECT: BEAUFORT MARINA CARTERET COUNTY
cANDnulucela>mrcao°ea, LAND MANAGEMENT GROUP INC CLIENT: BEAUFORT PARTNERS, LLC JOB # 01-07-612

ENVIRONMENTAL CONSULTANTS PROPOSED MARINA LAYOLff
_
[phone]
PG BOX 2522
TELE: DRAWN BY: TMW DATE: 4.23.2009
21402
N
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FAX: [phone]
WILMINGTON gEAUFORT MARINA
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LAUD MAUAGHMM GROUP PROJECT: BEAUFORT MARINA CARTERET COUNTY
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JOB # 01-07-612
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ULTANTS PROPOSED SLIP NUMBERS
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EMAIL: [e-mail] BEAUFORT MARINA
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PROJECT: BEAUFORT MARINA CARTERET COUNTY
RO NANAGeMeNi GRGVPae LAND MANAGEMENT GROUP INC CLIENT: BEAUFORT PARTNERS, LLC JOB # 01-07-612
ENVIRONMENTAL CONSULTANTS AREAS OF DISTURBANCE
PO BOX 2522 DRAWN BY: TMW DATE: 4.23.2009
WILMINGTON, N.C. 28402 TFAX: [phone] BEAUFORT MARINA
LMG EMAIL: [e-mail] SCALE: 1"=50' SHEET 16 OF 16