20091274 Ver 1_CAMA Application_20091130

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November 25, 2009
0 9 2 7 4
MEMORANDUM:
TO: Cyndi Karoly
Division of Water Quality
N0V3Q2009
FROM: Doug Huggett DENR-WATER QUALITY
Major Permits Processing Coordinator WETLANDS ANDSTORMWATMWANC,4
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Bogue Inlet Boataminium, Inc.
Location: The project site is located at 328 Cedar Point Blvd., Cedar Point, Carteret
County.
Proposed Project: The applicant is proposing to perform maintenance excavation to an existing
basin and channel while partially restoring the width of an historical access
channel through the excavation of a wetland peninsula caused by shoaling,
install a perpendicular jetty along the channel to prevent future shoaling and
to place a navigational buoy at the channel entrance.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
12/16/2009. 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.
400 C~fflo,, Morehead City, NC 28557--3421 DATE One
Phone: [phone] \ FAX: 2b2-241-3330 n erne : www.nccoastaimanao-em-e-nl.net N0X12thCCIFO11;11
An Equal Opportunity 1 Affirmative Action Employer Nt7&.rZ711b(
wrajor rerma ree zicneeuie
Circle One
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: $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) _
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 Qualit
Certification No. 3490 (see
attached) cannot be apps' d $4D0 60% ($240) 40% ($160)
IV. Development that lnvo
filling and/or excavation of more
than one acre of wetlands and/or
open water areas: $475 60%($285) 400/.($190)
Check # L0
Amount 4-It . ()
Project -
Name kq .1 "? ' C(?,.I ?1itht
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Bogue Inlet Boataminium, Inc. C/o Jack Swart
2. LOCATION OF PROJECT SITE: Adjacent to the north side of Bogue Sound at 328
Cedar Point Blvd, Cedar Point, Carteret County
Photo Index - 2000: grids 36-456 V (3-5) and grids 36-457 W (22&23)
2006: grids 39-8059 O (5-6), P (5-6)
State Plane Coordinates - X: 2570926.557 Y: 341992.403 Rover: J111913A
Longitude: 77°06'03.53517 Latitude: 34°40'28.8073
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/1/2009, 11/19/09
Was Applicant Present - Yes, No
5. PROCESSING PROCEDURE: Application Received -11/11 /2009
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County dated 1996
Land Classification from LUP - Developed/Conservation
(B) AEC(s) Involved: CW, EW, PTA, ES
(C) Water Dependent: yes
(D) Intended Use: private/community
(E) Wastewater Treatment: Existing - septic system
Planned - none
(F) Type of Structures: Existing - commercial building, parking lot, bulkhead and
docks.
Planned - jetty
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Open Water (Jetty) N/A N/A 175 ft2 Inc.
(B) Shallow Bottom including CW's 113,550 ft2 N/A N/A
(D) Total Area Disturbed: 113,725ft2
(E) Primary Nursery Area: No
(F) Water Classification: ORW/SA Open: Yes
8. PROJECT SUMMARY:
The project proposed is to maintenance excavate an existing basin and channel while
partially restoring the width of an historical access channel through the excavation of a
wetland peninsula caused by shoaling, and install a perpendicular jetty along the
Field Investigation Report:
Bogue Inlet Boataminium, Inc.
Page 02
channel to prevent future shoaling and to place a navigational buoy at the channel
entrance. BIB was recently issued a general permit (54384C) to maintenance excavate the
basin and channel as well as to install a sill but have elected to apply through the major
permit process for the partial removal of a wetland peninsula to help reestablish an existing
access channel for safe passage per the applicant.
9. Narrative Description
The BIB project is located on the north side of Bogue Sound at 328 Cedar Point Blvd in
Cedar Point. The leased high ground property is 30,448 square feet in its entirety and is an
average of 3.2' above NHW. The shoreline length for this property is 640'. The site
currently supports a 34 slip marina. Prior to being named BIB, the marina was known as
the Swansboro Yacht Club. Per the applicant a 1936 survey indentified this area as a
"Yacht Basin" and has been used by boats since. BIB currently has a lease with the
commercial business formally known as the Flying Bridge Restaurant for parking. The
riparian rights are through the lease of this property.
There are a number of residential properties with docks located at the east side of the
existing basin which over time has reduced the entrance to the basin, as has the migration
of a marsh peninsula. Per the applicant this was caused by a continuing west to east sand
shoal buildup which has allowed marsh to become established. The shoaling has resulted
in impairment to navigation by reducing the width another 15'. Through aerial
photography it is evident that the width of the basin entrance was once wider than it is at
this time.
On the western portion of the basin there is a large expanse of coastal marsh which has a
60' x 100' peninsula consisting of low and high marsh. It consists of Spartina alterniflora,
Spartina patens, Juncus roemerianus, Limonium carolinianum Salicornia species,
Borrichia frutescens and Iva frutescens. There are dredge spoil hummocks throughout the
peninsula that are comprised mostly of cedars and scrub bushes.
The proposed project is private/community and currently has 34 existing slips. No high
ground work is being proposed, neither are any new slips proposed. A CAMA major
permit was recently issued for a 10 slip docking facility at the west side of the basin to the
adjacent neighbor.
The Carteret County Land Use Plan classifies this property as Developed with all AEC's
classified Conservation. Bogue Sound is not designated as Primary Nursery Area and is
not closed to the taking of shellfish. Bogue Sound within this area carries a water
classification of SA/ORW. The width of Bogue Sound in this area is 819' with the basin
width at an average of 130'. Water depths are an average of -4.5' nlw within the basin area
and -3.75' nlw within the channel area. Riparian corridors have been set to follow the
Field Investigation Report
Bogue Inlet Boataminium, Inc.
Page 03
existing alignment within the basin area and due to accretion of a marsh/sand peninsula
over the past twenty years property lines have moved east. The southeast riparian corridor
has been set at 90 degrees to the channel and appears to put the proposed jetty within the
neighbors riparian corridor, however all users of the basin use the channel entrance as
well. Substrate within the channel is mostly sand and the substrate within the basin sand
and silt. No SAV's or shellfish beds were observed in the proposal project area.
10. Project Description:
The current proposal is to maintenance dredge the existing basin and channel. The
applicants are proposing to partially widen the basin to its original state through the
excavation of an accreted peninsula. To further prevent shoaling within this area they are
proposing the placement of a perpendicular jetty. To help with navigation through the
channel they propose a navigation buoy at the entrance.
The applicants are proposing to excavate the boat basin area with a bucket to barge
method. A total of 7,140 cubic yards of material would be removed below nhw. The
excavation dimensions range from 340'to 475' long and 60' to 210' wide with an average
existing depth of -4.5' nlw with a proposed final depth of -8' n1w. The connecting water
depths within this area are an average of - 10.7' n1w. The excavation within the basin area
would be a minimum distance of 10' from all coastal wetlands and bulkheads.
BIB is proposing to excavate the channel area as well. The channel would be excavated to
a length of 230' to a range of 50' to 60' wide. As a part of the excavation, the mouth of the
access channelfbasin would be widened to help provide safe navigation. This would
require a portion of coastal wetlands, which have naturalized over an accreted sand
peninsula, to be removed through excavation. An 8' x 50' portion of low marsh (S a? rtina
alterniflora) and 16' x 50' portion of high marsh (Spartina patens), Borrichia frutescens
and Iva frutescens would be removed for a total of 1200 square feet. The total cubic yards
removed within the channel area would be 1,991. The average existing water depths within
this area are -3.75' nlw with a proposed final depth of -8' nlw. The connecting waters
depths are an average of -10.7' n1w. All spoils would be trucked offsite to a approved
location.
Per the applicant to minimize future dredging and to help prevent shoaling, they are
proposing to construct a 1' x 175' wooden or vinyl sheeting jetty just west of the access
channel. The jetty would terminate in water depths of -.5' nlw with five "Danger Signs"
attached to the proposed jetty piles. The jetty would be 120' from nhw and extend a
maximum of 105' into an 819' water body. One navigation buoy would be located at the
southwest end of the access channel a distance of 170' from nhw and also extend 155' into
the 819' water body. Per the applicant the bouy and signs would be marked to meet state
and federal requirements.
Field Investigation Report
Bogue Inlet Boataminium, Inc.
Page 04
11, Anticipated Impacts-,
The jetty would incorporate 175 ft2 of open water and would not be constructed with gaps.
The excavation would disturb 113,550 ft2 of shallow bottom habitat which includes the
1200 square feet of coastal wetlands and remove a total of 9,131 cubic yards of material
from the system. The shoreline has a total length of 640'. The excavation would cause an
increase in temporary turbidity. There would be no hindrance to navigation due to the fact
that all work proposed would be 60'from the Federal Harbor setback. There would be no
new slips added to the boating usage of Bogue Sound. The jetty has the potential to cross
the neighboring riparian corridors, however all users of the basin use the access channel.
Ownership of the submerged bottom within the public trust area is ambiguous. The
widening of the basin/channel entrance has the potential to enhance navigation as well as
add safer vessel passage.
Name: Heather Styron Date: 11/24/09 Morehead City
mom E'-1
APPLICATION for
0 __ 1 274 (-:::
Maier Development Permit
past revised 12127/06)
North Caroffna'DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Bogue Inlet Boatominum, Inc. Project Name (if applicable)
Applicant 1: First Name
cfo Jack MI Last Name
Swart
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box
1924 City
Swansboro State
NC
ZIP
28584 Country
Onslow Phone No.
910 - 358 - 2851 ext. FAX No.
- -
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Jones Coastal Consulting, Inc
Agent/ Contractor 1: First Name MI Last Name
Charles S Jones
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
296 Bay Drive Smyrna NC
ZIP Phone No. 1 Phone No. 2
28579 252 - 729 - 971 1 ext. - - ext.
FAX No. Contractor #
252 729 9711
Street Address (if different from above) City State ZIP
Email
[e-mail]
<Form continues on back>
Form DCM MP-'1 (Page 2 of 4)
APPt_ICATiON for
Major Development Permit
Project Location
County (can be multiple) Street Address State Rd. #
Carteret 328 Cedar Point Blvd
Subdivision Name
NA City
Cedar Point State
NC Zip
28584 -
Phone No. Lot No. (s) (if many, attach additional page with list)
NA - - ext. NA,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Basin adjacent to AIWW/Bogue Inlet/Bogue Sound
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 NManmade ?Unknown Bogue Inlet/Bogue Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
NYes ?No work falls within.
Town of Cedar Point
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
approx. 640' approx. 30,448 sq.ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
approx. 30,448 sq.ft., NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 3.2' ®NHW or ?NWL
e. Vegetation on tract
Upland and wetland type vegetation
f. Man-made features and uses now on tract
bulkhead, dock and finger piers: commercial building, parking lot
g. Identify and describe the existing land uses adjacent to the proposed project site.
adjacent properties to the east and south are commercial: adjacent property to the west is undeveloped
h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning?
Commercial (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes NNo ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes NNo ?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? ?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.
Septic tank
o. Describe existing drinking water supply source.
West Carteret Water Corporation
p. Describe existing storm water management or treatment systems.
NA
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.
Purpose of the project is to allow 1) maintenance excavation of an existing access channel and basin, 2) provide a safe
passage area into the basin by re-establishing a portion of the width of an access channel by removing an area of wetland
vegetation , 3) construct a jetty to mimimize sediment build up in the access channel and 4) place a foating navigation buoy
to mark channel location
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.
Excavation will be accomplished by an excavator mounted on a barge. Spoil material will be unloaded from the barge to a
dumptruck and then disposed on an approved high ground site. The jetty will be constructed either of wooden or vinyl
sheeting and will be installed either by vibration or conventional pump. Hazard signs will be supported on pilings and will be
pumped into place. Equipment will either be water based or stored on adjacent high ground.
d. List all development activities you propose.
Maintenance excavation and jetty construction
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? 57,650 ®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.
NA
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ?NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable; must be submitted, in order for the application
package to be complete. Items (a) - (t) 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 SEE ATTACHED SHEET Phone No.
Address
Name Phone No.
Address
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 General Permit No 54834C.
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 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 November 23, 2009 Print Name r Jones
Signature LQ04-
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)
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 230' 340' to 475'
Width 50' to 60' 60' to 210'
Avg. Existing '

Depth 3.75
NLW 4.5' NLW NA NA
Final Project ' '

Depth up to -8
NLW up to -8
NLW NA NA
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. Sand in access channel: sand/silt in basin
9,860
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.
NCW approx. 700 so. ft. ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
re-establish navigation channel for safe passage
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.
on high ground to be determined by contractor NA
c. (i) Do you claim title to disposal area?
?Yes NNo ?NA
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
?Yes ?No NNA
(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 NNone
(ii) Describe the purpose of disposal in these areas:
NA
f. (i) Does the disposal include any area in the water?
?Yes NNo ?NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b. Length:
?Bulkhead ?Riprap ?Breakwater/Sill ?Other: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
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.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ?Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(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)?
NA barge mounted excavator, dump truck, pump
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
®Yes ?No ?NA site? ?Yes ONo ?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
One buoyed naviagation aid will be placed at the southwest end environmental impacts.
of access channel. Five pile supported "Danger" signs will be
placed adjacent to proposed jetty
November 23, 2009
Date
Bogue Inlet Boatominium
Project Name
Jones Coastal Consulting
pp a N e
Applicant Signature
Forms 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:
?Commercial ?Public/Government ?Private/Community
®This section not applicable
b. (i) Will the facility be open to the general public?
?Yes ?No
c. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
e. (i) Are Platforms included? ?Yes ?No
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
(ii) Number of slips existing
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:
d. (i) Are Finger Piers included? ?Yes ?No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
f. (i) Are Boatlifts included? ?Yes ?No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
? Dockage ("wet slips') only, number of slips:
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
1. (i) Will the facility be open to the general public?
?Yes ?No
m. (i) Will the facility have tie pilings?
?Yes ?No
(ii) If yes number of tie pilings?
12. DOCKING FACILITY/MARINA OPERATIONS [I This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: ; Location: NA
C1 Showers
Boathoiding tank pumpout; Give type and location: NA
b. Describe treatment type and disposal location for all sanitary wastewater.
NA
c. Describe the disposal of solid waste, fish offal and trash.
NA
d. How will overboard discharge of sewage from boats be controlled?
NA
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
NA
(ii) Give the location and number of "Pumpout Available" signs proposed.
NA
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?
NA
h. Give the number of channel markers and "No Wake" signs proposed. 1 channel marker
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
NA
j. What will be the marina policy on overnight and live-aboard dockage?
NA
k. Describe design measures that promote boat basin flushing?
NA
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 marina/docking facility proposed within or adjacent to 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 CISB
?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) ®This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?PubliGGovernment ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from driptine dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a• Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
?Commercial ?PubliGGovernment ?Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
7. GENERAL
a. Proximity of structure(s) io adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
50' 60'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
130' canal; 819' AIWW
d. Water depth at waterward end of structure at NLW or NWL
.5' NLW'
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.
A buoyed naviagation aid is proposed
8. OTHER ?This section not applicable
a. Give complete description:
A proposed 175' long jetty is proposed along the western edge of the proposed access channe. The purpose of the proposed
jetty is to mitigate the shoaling of the navigation channel, thus limiting future dredging requirements. The jetty will be
constructed of wooden or vinyl sheeting and will terminate in an area approx. -.5 'NLW deep. One buoyed naviagation aid
will be placed at the southwest end of access channel. Five pile supported "Danger" signs will be placed adjacent to the
proposed jetty. The signs and buoy will be marked according to applicable state and federal requirements
November 23, 2009
Date
Bogue Inlet Boatominium
Project Name
Jones Coastal Consulting, Inc
Ap is ame
Applicant Signature U
Jones Coastal Consulting, Inc.
296 Bay Drive
Smyrna, NC 28579
Telephone: [phone]
November 10, 2009
Ms. Heather Styron
NC Division of Coastal Management
400 Commerce Drive
Morehead City, NC 28579
Dear Ms. Styron:
On behalf of Bogue Inlet Boataminiums, LLC, (BIB) please find attached a CAMA major permit
application requesting permission to: 1) conduct maintenance excavation. of an existing basin and
access channel, 2) partially restore the width of the historic access channel by excavating the end of a
wetland peninsular, 3) place a perpendicular jetty along a portion of the access channel to minimize
shoaling (thus limiting future dredging needs) and 4) place a floating navigational aid to mark the
entrance of the access channel. BIB was recently issued a CAMA general permit to allow maintenance
excavation to a portion of the boat basin and access channel and the construction of a wooden sill (No.
54384C) but have elected to apply for a major permit so that a portion of an existing access channel can
be re-established and a jetty structure constructed.
BIB is a 34 slip marina located on the south side of NC Hwy 24, in the Town of Cedar Point. The
marina is located within a basin which adjoins the AIWW and is near the confluence of Bogue Inlet and
Bogue Sound, just east of the White Oak River. Previous to being renamed the BIB, the marina was
known for many years as the Swansboro Yacht Club. A 1936 survey identified this area as a "Yacht
Basin" and has been used by boats at least since then. The shoreline of the BIB is bulkheaded and BIB
has a lease with the adjoining properties for parking.
While the BIB is located at the head of the basin, a number of residential properties adjoin the basin
and access channel. Over the years, piers and docks have been constructed on the east side of the basin
and access channel which has reduced the amount of navigable area available for boat passage. This is
particularly acute at the mouth of the basin. The biggest hindrance to navigation however, is at the
mouth of the basin/access channel where the width has being significantly reduced over the years by a
marsh peninsular migrating into the channel. This has been caused by a continuing west to east sand
shoal build- up which has allowed marsh to become established on the shoal. The resulted shoaling of
the access channel has result in a serious navigation hazard with approx. 15' or less usable navigational
width at its narrowest location. Boats using the basin range from runabouts to + 40'vessels. A
CAMA major permit for a 10 slip docking facility was recently issued to a property owner having
access to the west side of the basin. This will compound the navigation issues once this facility is built.
BIB is proposing to perform maintenance dredging of the basin to a depth of up to -8' NLW. A
minimum dredge buffer of 10' will be maintained between adjoining docks, boat-lifts, tie-up pilings
and bulkheads. A minimum 10" wide undisturbed buffer area will also be observed from areas of
coastal wetlands except at the mouth of the basin where the access channel/basin mouth is proposed to
be widened. The basin excavation will result in approx. 45,000 sq. ft. of bottom area being disturbed
with approx. 6,000 cubic yards of silt and sand being removed.
The access channel leading from the basin to the AIWW is proposed to be excavated to a'length of
approx. 230'x a width of 50' to 60' to a depth of -8' NLW. It is estimated that approx. 3,000 cu.yds. of
sand would be removed. As a part of this excavation, the mouth of the access channel/basin is
proposed to be widened to provide a safe navigational passage. This will require that an area of coastal
wetlands which has become established in the location of the historic access channel to be excavated.
Presently this area has an approx. 5' to 10' border of spartina altemiflora and an approx 16'x 30' area
comprised primarily of spartina patens, sea ox-eye and marsh elder. The shoreline area adjacent to the
AIWW is mostly a "washed-up" sand benn with elevations of up to 3.5' above NHW The material
excavated from this wetland peninsular is sandy in nature.
There is no known submergent aquatic vegetation present in the project area. Besides providing a safer
navigation passage for all existing (and future) boats located within the basin, water quality within the
basin should improve since the basin should flush better with a larger opening combined with deeper,
uniform water depths.
To minimize future dredging needs, BIB is proposing to construct an approx. 175' long wooden or
vinyl sheeting jetty just west of the access channel. The jetty will terminate in waters which are
approx. -1' NLW. To mitigate any navigational hazards from the jetty structure, five pile-supported
"Danger" signs will be placed adjacent and along the length of the jetty. There is also a proposed
floating nun (or buoy) which is to be located at the southwest end of the access channel. All signage
and navigation aids will be marked consistent with state and federal requirements.
If you have any questions concerning this application or need additional information, please contact me
at your earliest convenience.
S'?cerely?
Charles S. Jones
JCC.Inc.
Cc: Jack Swart, BIB
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