20090606 Ver 2_CAMA Application_20110428

0
b6 06
Beverly Eaves Perdue
Governor
April 20, 2011
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Location:
Proposed Project:
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Beaufort Partners, LLC (Beaufort Marina Project)
Dee Freeman
Secretary
RLR?,?ROWR OP
APR 2 8 2011
DE - WETLANDS AND STORmWATtER BRANCH
The project site is located at 103, 113 and 115 Cedar Street, off Highway 70
East, Beaufort, Carteret County.
The applicant is proposing to reconfiguration and expansion of an existing
marina with associated dredging.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
05/11/2011. If you have any questions regarding the proposed project, please contact
Heather Styron at [phone]. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
400 Commerce Ave., Morehead City; NC 28557--3421
Phone: [phone] FAX: [phone] lnten,et: www.nccoastalmanagement.net
An Epuai O:ponni!y 1 Ati mative =:e8on Ernpbyer
One
NOrthCarOlina
ahlrld,Y
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Beaufort Partners, LLC (Beaufort Marina Project)
2. LOCATION OF PROJECT SITE: Adjacent to Town Creek at 103,113 and 115 Cedar
St. (previously Hardees and previously a gas station) off Highway 70, Beaufort, Carteret
County
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°39'50.3.5130 Latitude: 34°43'20.74761
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit--4/21/2009, 5/18/2011
Was Applicant Present - No, No
5. PROCESSING PROCEDURE: Application Received Complete- 4/13/2011
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: EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Municipal sewer
Planned - none
(F) Type of Structures: Existing - old Hardees building and accessory buildings,
rip rap, parking lots and driveways
Planned - Expand marina by 18 slips with docks/piers,
finger piers and pilings, 2 additional parking spaces over
existing impervious surface
,,(G) Estimated Annual Rate of Erosion: N/A Source -N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Open Water 70,300 ft' N/A 10,649 ftz Shaded
50,114 ft' Inc.
(B) Coastal Wetlands N/A N/A 120 ft2 Shaded
(D) Total Area Disturbed: 120,534 ftz
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY:
The proposed project is a major modification to existing major permit # 103-09
Field Investigation Report:
Beaufort Partners, LLC
Beaufort Marina Project
Page 02
and includes a reconfiguration and expansion of an existing marina with associated
dredging. This project submitted an Environmental Assessment on Fel -uo-v 3, 2009 and
received a Finding of No Significant Impacts on February 19, 2009.
9. Narrative Description
The Beaufort Marina commercial project is located immediately east of the bridge at 103,
113 and 115 Cedar Street in Beaufort, Carteret County and is adjacent to Town Creek and
the USACE Federal Harbor. The high ground property is 1.9 acres in its entirety and is an
average of 10' above NHW. The property is partially developed. The developed portion of
the high ground contains a vacant one-story Hardees restaurant building with its parking
lot and driveways. The vacant portion has been cleared with the exception of the vacant
gas station building, parking lot and driveways. There is riprap, consisting mainly of relic
broken masonry debris, at and below nhw along the shoreline along with large amounts of
solid waste debris. There is a steep escarpment along the shoreline as well as 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 larger concrete rip rap (not the relic
broken masonry bricks). It consists of Spartina alterniflora (Smooth Cordgrass). The high
ground is comprised mostly of grasses, a few cedars, oak trees and scrub bushes. There are
commercial properties on both sides of the project area.
The Town of Beaufort's Land Use Plan classifies this property as Developed with all
AECs classified Conservation. Town Creek is not designated as a Primary Nursery Area
and is closed to the taking of shellfish. Town Creek within this area carries a water
classification of SC and is approximately 1,100' wide. Water depths within this area range
from -2.5' nlw to -3.75' nlw. Riparian corridors have been set to parallel the existing
alignment of the adjacent neighbor "Discovery Diving" dock to the east. Substrate is
mostly silty sand. No SAVs or shellfish beds were observed within the current proposal
project area although there are scattered oysters along the shorelinc.
10. Project Description:
The current proposal is for the addition of 18 slips to the previously permitted 59-slip
marina (77 in total) with reconfigured floating docks/piers, floating finger piers, tie pilings,
the addition of 2 parking spaces over existing impervious surface, and the expansion of the
previously permitted excavation area.
In order to accommodate for the additions, the previously permitted docks/piers have been
reconfigured. The piers would extend out to an imaginary line set by the permitted (but not
installed) docks at both L'or Decks to the east and Homer Smith to the west. The most
western pier (pier A) would start at the previously permitted bulkhead, located a distance
Field Investigation Report
Beaufort Partners, LLC
Beaufort Marina Project
Page 03
of 80' from the western riparian corridor and would be 8' in width. It would span 15' of
coastal wetlands while continuing waterward for 420'. There would be 44 permanent slips
located within this area. The slips would be numbered Al-A44 with twelve (5' x 20')
finger piers, eleven 5' x 22') finger piers and a total of 67 tie pilings within this area. The
tie pilings at the west would be located a maximum distance of 40' from the pier and 40'
from the western riparian corridor. The eastern tie pilings for pier A would be located a
maximum distance of 45' from the pier.
The most eastern pier (pier B) would extend from the previously permitted bulkhead over
open water for 165, turn east for 30', then north for a final 265'. It would be located a
distance of 50' to 70', depending on location, from the eastern riparian corridor. There
would be 33 permanent slips located within this area. The slips would be numbered B1-
B33 with one (5' x 17') finger pier, three (5' x 20') finger piers, fourteen (5' x 15') finger
piers and a total of 49 tie pilings. The tie pilings within slip areas B30-1333 would be a
maximum distance of 40' from the pier and a distance of 35' from the eastern Riparian
Corridor. The tie pilings within slip areas 1318-1329 would be a maximum distance of 35'
from the pier and a distance of 15' from the eastern riparian corridor.
According to the applicant, the typical boat would be 40'with a mixed use design. The
marina policy would prohibit overboard discharge, no fueling and no overnight or live
aboard dockage. The only "amenities" would be the previously permitted bath house
located on the high ground portion and the mobile pump out station located on the western
dock (A). The width of Town Creek in this area is 1,117'. The western pier would extend
415' waterward from the edge of the marsh and the eastern pier would extend 430' from
nhw. The outermost portion of the dock and finger piers for dock A would be located 70'
from the federal channel setback while pier B would be 55'. Pier A would be a distance of
60' from the western riparian corridor as shown on plat dated 4/6/2011 by Baldwin Design
Consultant, PA showing the "A" dock riparian line intersecting the permitted dock
location of Beaufort Harbor Marina Yacht Club (Homer Smith) with pier B a distance of
35' from the eastern riparian corridor.
The applicants are proposing the expansion of the previously permitted excavation area.
The permitted excavation dimensions are 350' wide x 325' long. The expanded
dimensions propose to add 185' in length and would widen the area to 380'. The total
excavation area (permitted and new) would be 510' long x 380' wide. The applicants
would excavate the boat basin area with a bucket to barge method. A total of 4,750 cubic
yards of material would be removed below nhw. The new excavation dimensions would be
100' to 185' in length x 350' in width. The average existing depth is -3.75' nlw with a
proposed final depth of -6' nlw. The connecting water depths within this area are an
average of - 6.75' nlw. The material would be trucked offsite to an approved disposal area.
Field Investigation Report
Beaufort Partners, LLC
Beaufort Marina Project
Page 04
The applicants are proposing the addition of two new spaces over existing impervious
surface to the previously permitted 18 space parking area (20 in total). The additional
spaces are to ensure consistency with the Town of Beaufort's Land Use Plan.
11. Anticipated Impacts:
The proposed dock and fingers for pier A would shade 5,770 ft' of shallow estuarine
bottom and incorporate 36,106 ft2 of open water. It would shade 120 ft2 of fringe coastal
wetlands. Pier B would shade a total of 4,875 ft2 of shallow estuarine bottom and
incorporate 14,008 ft2 of open water. The new pier configurations would exceed 1/4 of the
width of the water body (1,117') in this area, with pier A extending a distance of 153'
beyond the 1/4 and pier B extending 73' beyond the 1/4 distance. The expanded excavation
area would disturb 70,300 ft2 of shallow bottom habitat and remove 4,750 cubic yards of
silty sand material from the shallow bottom habitat. These shallow water areas would be
deepened to a final depth of -6' nlw. Although the proposed docks would be located 55' to
70' from the federal channel setback the project could cause potential navigational impacts
to small boats and individuals anchoring in the area. The setting of pilings and excavation
would cause an increase in temporary turbidity. There would be_ 18 additional permanent
slips added to the boating usage of Town Creek; however the t-shaped finger piers located
on docks 'A and B also have the potential to create more slip areas in addition to the
proposed 18. There would not be an increase in the existing high ground impervious
surface with the additional parking spaces.
Name: Heather Styron Date: 4/20/11 Morehead City
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue
Governor
James M. Gregson
Director
Dee Freeman
Secretary
MEMORANDUM:
TO: DOUG HUGGETT
FROM: HEATHER STYRON e
THRU: ROY BROWNLOW
April 20, 2011
SUBJECT: COMMENTS & RECOMMENDATIONS - CAMA MAJOR PERMIT- MAJOR
MODIFICATION- 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 two piers with all associated pilings and fingers, an additional 18 slips for a previously
permitted-59 slip marina, the expansion of a previously permitted excavation area and the addition of
two new parking spaces over existing impervious surface: There would be a total of 77 permanent slips.
The slips would be numbered A 1-44 and B 1-33. A total of 116 tie pilings and 41 finger piers would be
located within the new slip areas. A total of 4,750 cubic yards of material would be removed below nhw
to a final depth of -6' nlw from an average depth of -3.75'nlw. All work would be a distance of 55' to
70' from the federal channel setback. The high ground work would consist of the addition of two new
parking space areas over existing impervious surface. The width of the docks would be greater than six
feet, however per 7H.0208 (6) (A) could be permitted if the greater width is necessary for safety or to
improve public use access. The length of the docks/piers would exceed 1/4 the width of the water body
within this area.
The proposed excavation and parking space addition is consistent with 15A NCAC 7H.0208 and .0209
however the docks/piers are inconsistent with 15A NCAC 7H.0208(b)(6)(G)(iii) therefore the
Morehead City District office recommends this portion of the project be denied. The Morehead City
District office recommends the excavation expansion and parking space addition, as proposed on plats
dated received April 13, 2011, be authorized contingent upon all applicable general conditions and the
following standard conditions:
• The total number of slips shall not exceed 77 ( 59 permitted and 18 new).
• The development shall not cause undue interference with navigation.
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmaiiagement.net
An Equal Opportunity, Affirmative Action Employer
NorthCarolina
VVaturillii(If
• In order to provide safe use, the piers shall not be wider than 8'.
• The two additional parking spaces must remain over existing impervious surface.
• Note: The tcrminous of the piers shall not be used for dockage (i.e. SEPA)
Cc: Ted Tyndall, Assistant Director
Roy Brownlow, District Manager
Dave Timpy, USACOE
400 Commerce Ave.. Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity, Affirmative Action Employer
NorthCarolina
Naturally
Jones Coastal Consulting, Inc.
296 Bay Drive MUM
Smyrna, NC 28579
Telephone: [phone] APR 1 2011
April 13, 2011
Ms. Heather Styron
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Dear Ms. Styron:
DMI-MM My
The attached permit application is a request for a major modification to CAMA Permit NO. 103-09
which was issued to Beaufort Partners on July 9, 2009. This permit authorized the development of a
59-slip marina facility on Town Creek, adjacent to US Hwy 70 (Cedar Street) in the Town of Beaufort,
Carteret County. Besides the boat docks and slips, this permit authorized the excavation of a boat
basin, the stabilization of the shoreline, the construction of a bathhouse and associated parking areas
and upland walkways.
The proposed modification will extend the two main piers approx. 160' further out into Town Creek
and will rearrange the footprints of the previously permitted boat slips to provide greater access to the
adjacent property owners' marina facilities. The piers will not extend any further waterward than the
pier line which has been established on the south side of Town Creek by recently issued permits to
Beaufort Harbor Marina and Yacht Club's and the Lo'er Deck's docking facilities. The proposed piers
will be located between 50' and 60' from the federal setback line established for the nearby harbor of
refuge. The total number of slips for this project will change from 59 to 77.
In order to maintain a -6' water depth at low tide for the marina facility, the previously authorized
excavated basin will need to be expanded by a width of approx. 380'x an average length of approx.
150'. Water depths in this area are presently approx. -3.75' NLW. A shellfish and SAV survey was
conducted in this general area in 2007 and the results indicated that the general area did not contain any
SAV or any significant shellfish resources. Excavation will be accomplished by barge and bucket with
the location of the future upland disposal site being the contractor's responsibility.
The remaining aspects of the applicant's permitted project will remain the same as permitted except
that an additional 2 parking spaces will be provided to meet Town requirements. This increased
parking will be provided over an existing asphalt surface which will not increase imperious areas.
If you have any questions concerning this or need additional information, please do not hesitate to
contact me.
lly o
gJCCar es Jone
, , Inc
Cc: Allen Thomas
1e0 Nr-1
APPLICATION for
)F1
Major Development Permit ??
(last revised 12/27/06)
4PI? 1
North Carolina DIVISION OF COASTAL MAX MENT
I)CA9 x
1. Primary Applicant/ Landowner Information t,
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
IMS O.S56o Country
USA Phone No.
252 - 902 - 9021 ext. FAX No.
252 - 321 - 5525
Street Address (rf different from above) City State ZIP
Email
[e-mail]
2. Agent>Contractor Information
Business Name
Jones Consulting Service, Inc & Baldwin Design Consultants
Agent/ Contractor 1: First Name MI Last Name
Charles Jones
Agent/ Contractor 2: First Name MI Last Name
Mike Baldwin
Mailing Address City State
296 Bay Drive PO Box Smyrna NC
708-D Cromwell Drive Greenville NC
ZIP Phone No. 1
28579 252- - 729- 97 11 Phone No. 2

27858
252-756-1390
ext. - - ext.
FAX No.
252 729 9711 Contractor #
252-321-1421
Street Address (if different from above) City State ZIP
Form DCM MP-1 (Page 2 of 6)
APPLICATION for
Major Development Permit
r
Email
[e-mail] A
[e-mail] /?'
<Form continues on back> ?C1t
Form DCM MP-1 (Page 3 of 6)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret 103, 113 and 115 Cedar Street, Town of Beaufort / AR
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. ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Town Creeek
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 Town Creek
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.)
316' 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 ac, 0.52 ac, 0.96, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) +10' ®NHW or ?NWL
e. Vegetation on tract
Majority of tract is covered by impervious surfaces from existing and previous businessess. Small area of lawn grass and
red cedar trees are located along the waterside of this 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 is cleared except
for the footprint of the concenience store and ashalpt parking area. The western portion of the property consistes of the
former Hardees Restaurant with associated parking lot and driveway. The Restaurant has recently closed.
g. Identify and describe the existing land uses Jacent to the proposed project site.
Ajancent properties are commcercial businesses. Homer Smith Seafood is located to the west and Discovery Diving is
located to the east of this property.
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?
ilftb
2011

<Form continues on next page>
Form DCM MP-1 (Page 4 of 6)
APPLICATION for
Major Development Permit
PtEr-pr imn
m. (i) Are there wetlands on the site? ®Yes ?No It
(ii) Are there coastal wetlands on the site? ®Yes ?No APR 13 201
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available) DCM-MHD
n. Describe existing wastewater treatment facilities.
Municipal Wastewater
o. Describe existing drinking water supply source.
Municipal Water
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ?Public/Government
?Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The project will servce as a marina providing a variety of slips to the boating public
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Typical construction methodology and equipement will be used in the construction of the project including pile driver, barge
and excavator. All equipment will be stored on site during the construction phase
d. List all development activities you propose.
The applicant proposes to enlarge an exisiting permitted marina by incresing the dredging footprint and the number of slips.
The stablization of the shoreline and the construction of the bathhouse will be construction as previously permitted
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? CAMA Permit No. authorized the
disturance of 1.54 acres of public
trust bottom and 11,000 sf of
uplands for boathouse, walkways
and parking. New proposal will
result in the disturbance of approx.
57,000 sf of new public trust bottom
®Sq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area Wes 1 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 are 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
Form DCM MP-1 (Page 5 of 6) APPLICATION for
Major Development Permit
j. Is there any mitigation proposed? ?Yes ®No ?NA I
If yes, attach a mitigation proposal.
APR I ii
<Form continues on back>
6. Additional Information DCM-MM c
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, 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 Seafood, LLC Phone No. 252-728-2944
Address PO 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.
CAMA Permit No. 103-09
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 3 Print Name s Jones
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
Form DCM MP-1 (Page 6 of 6)
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
APPLICATION for
Major Development Permit
RECEIVED
APR 13 2011
DCM-Ib HD CffY
RECEIVED
Form DCM MP-2
OM 1
A=XCAVATION and FILL APR 8 2011
(Except for bridges and culverts) DCM-MliD CIT'
Attach this form to Joint Application for LAMA 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
. _
r_.? Aceess _ j? ? _ ? t?tFrer
Channel ! Rock excluding
{NL1N or Canal ! Boat Basin , Boat Ramp Rock Groin Breakwater shoreline
t
{r?r
?IIAYI 1 ? z ? [stab 4 1 €??t?o
length
Width
100' to 185'
Avg, 1x t n.g -3.75' NWl_
Depth ?iiial Pro)ect -6' NL.W
Depth
1. EXCAVATION
_
a, Amount of material to be excavated from below NHW or NWL in
cubic yards.
approx. 4,760 cy
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation ($AV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected,
CJCW FISAV (IS8
?WL &None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
NA To be determined by contractor
c. (i) Do you claim title to disposal area?
0Yes ?No ?NNA
(ii) If no, attach a letter granting permission from the owner.
e, (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SS),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
C1CW ?SAV ?ss
OWL []None
(ii) Describe the purpose of disposal in these areas:
Nip
NA
b. Type of material to be excavated,
fine sands and mud
NA
NA
[] This section not applicable
d. Nigh-ground excavation in cubic yards.
NA
b. Dimensions of disposal area.
19 This section not applicable
d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA
(ii) If yes, where?
t (i) Does the disposal include any area in the water?
0Yes ONo ©NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION E This section not applicable
(If development is a wood groin, use IVP 4 Structures)
a. Type of shoreline stabilization: b. Length:
[]Bulkhead ORiprap OBreakwaterfSill OGthher: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NH or NWL: '
e. Type of stabilization material.
f. (i) Has there been shoreline erosion during preceding 12
months?
?'Yes []No ONA
(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.
Bulkhead backfili
BreakwaterlSiil Other
i, Source Of fill material,
h. Type of fill material..

i1OZ 8 1 ddb'
4. OTHER FILL ACTIVITIES JZT1tis section not applicable
(Excluding Shoreline Stabilization
a. (i) Wiii fill materiai1be brought to the site? Oyes ?No ONA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the. water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[ICW OSAV OSB
OWL ONone
(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 SNo ONA
(ii) If yes, explain what type and how they Will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? OYes ZNo ONA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
4-18-11 Chades Jones for Beaufort Partners, LLC
Crate A ph t me
Beaufort Marina
Applicant Signature
Project Name
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
E
RECEwL7D
APR 13 2011
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other section W* ,
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 OPrivate/Community
?This section not applicable
b. (i) Will the facility be open to the general public?
?Yes ONO
c. (i) Dock(s) and/or pier(s)
(ii) Number 2
(iii) Length 430'. 435'
(iv) Width 8
(v) Floating ®Yes ?No
e. (i) Are Platforms included? ?Yes ENO
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
18 new slips for a total of 77 slips
(ii) Number of slips existing
59 (permitted)
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: 40'
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ?No
41
15,17,20.22
5-
®Yes ?No
f. (i) Are Boatlifts included? ?Yes ONO
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: 77
? 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).
mixed
1. (i) Will the facility be open to the general public?
?Yes ONo
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
d%nq?tt
APR 1 201,
2. DOCKING FACILITY/MARINA OPERATIONS ?This s"?&Onl applicable
Qrf
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
® Toilets for patrons; Number: 2; Location: in proposed bath house
b
? Showers
® Boatholding tank pumpout; Give type and location: Mobile pumpout station to be provided at the end of western dock
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 station 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 discharge 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 a Clean Marina Program and propose that all BMP established by the program will be maintained
for the life of the porjkect. Marina owners will recommend dye tablets for boat bilges to discourage inappropriate dimping of
sewage.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
Signs to be posted at the entrance to docking facility and at the end of each dock. Four are proposed 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
h. Give the number of channel markers and "No Wake" signs proposed. NA
1. 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 restrict overnight and prohibit live aboard dockage
k. Describe design measures that promote boat basin flushing?
Excavation will connect to similar depths promoting free water flow through the project area.
' : CEPIED
I. If this project is an expansion of an existing marina, what types of services are currently provided? APR 1 2011
This project is an expansion of a previously permitted (but unbuilt) 59 slip marina.
-M, HD CTTy
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 marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CVV), submerged aquatic vegetation (SAV), shell bottom
(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 ENo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
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
5. 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.)

e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
15' and greater
Note: For buoy or mooring piling, use arc of swing including length
ofvesset.
c. Width of water body
approx. 1117'
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.
APR I 1, ?-01,11
DDCM.MHD Cwt
b. Proximity of structure(s) to adjacent docking facilities.
55' and greater
d. Water depth at waterward end of structure at NLW or NWL
-6' NLW
8. OTHER 0This section not applicable
a. Give complete description:
Date
Beaufort Marina
Project Name
Charles Jones for Beaufort Parterns, LLC
ppi n N
Applicant Signature
IaCEP,M
-. 1
1 AFH 21311 N If m w 1 14 i ve
-Tffn I 3 E i
1 1 I I
1 1 1 1 ,tttttt,tr„rr?? ? F o e p? ! / s 1 ?!
I I 11 DCM-"."' C r 7 ?i'' ??is Q 6 d ?e
P ??
P I I 1 i`''ce , o a o ???
I CJ
ag 361
129
'es ;
t
Iva
101
ci 'j.
-14
s t /
WOE
1 Ah
Q \ tl ?• i /?X / h y8 ?„
let.
t / 0
qs
. 10
\
1J} \ tU /

dtozl
O+ m
II r tl r ? e
I I I t 1 ? ttttttltttrrrrrr/ Ip ? E o e ? i! i! ! ?
II rr ? ?
?? Q ° 'y a sn - - ==!
r r v6cn L 3
i
-
1 vv ..
416
{ and g nP 'P •? • ` h <
\ Ix.
\ ,L
\? ? • • Oh \ • / / tL y? $j2 O
{j \ le, OL h \// / Yim4
l4
aiz
/y/y.??yup' \ 1({ v ¢P
41 \ 1 p IP % B
'113 a i \\
rv
8d \\ Pv

s

f -1)
tnV) cn (n ln
< n-a- EL rL
v) in- -J FA -J
Q N Ni
C) to
a'°'nr°?
CL th x x x
J a0 i, t2 F--
NNT
'oN1"

y
?
Ts'
V
VI
..
1,0 z
u 1 } o
11
m

J ??D00 0 ?

\ ° 9? ?Qu
a i q
V Q
m a
33" J.) 16

\ 1 .?
i i `• ail
•
uw

/
s -S
w ? f
L
A t i/ / + ? 1Sg ? ?j3
# ? \\i A k' ????. •• ///t'' # ' ,? s o ?o? 1111 ? 1
oc
}
:'=1?: ? i gad \