20090397 Ver 1_CAMA Application_20090413

Beverly Eaves Perdue
Governor
April 9, 2009
NCDENR
North Carolina Department of Environment and Natural
Division of Coastal Management
J'ames H. Gregson
Director
,ices `Oo
Dee Freeman
Secretary
49-0397
MEMORANDUM:
TO:
FROM:
SUBJECT
Applicant:
Project Location:
Cyndi Karoly
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
B L E Development
The project site is located adjacent to 270 Oak Hammock Road, Harkers
Island, Carteret County.
Proposed Project: The applicant is proposing to construct an upland basin as an amenity for a
subdivision known as James Creek. A total of ten slips are proposed with
fingers, boat ramp, new bulkhead and maintenance excavation of the existing
canal.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
04/30/2009. 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.
40 o Ave., Morehead City, NC 28557--3421 One
Pf?28081 FAX: 25 - 47- 0 Int rn t www nccoastalmanaaemenl)ATE NorthCarolina
An Equal Opportunity 1 Affirmative Action Employer aura y
Major Permit Fee Schedule
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%($250) 0%($D)
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)
III. 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 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 ()
Projec _
.
Name ?..'Y?trvu
??
i?)
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: BLE Development C/O Coastal Science and Engineering
2. LOCATION OF PROJECT SITE: Adjacent to 270 Oak Hammock Road in Harker's
Island and adjacent to an existing canal off of West Mouth Bay in Carteret County,
Photo Index - 2000: grids; 50-609 L (20)
2006: grids; 50-6349 M (5,6)
State Plane Coordinates - X: 2730914.864 Y: 357523.711 Rover # J041614A
Longitude: 76°34'03.89503 Latitude: 34°42'27.88420
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 4/16/08, 11/26/08
Was Applicant Present -Yes, No
5. PROCESSING PROCEDURE: Application Received - 3/24/2009
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County Dated 1996
Land Classification From LUP - Limited Trans ition/Conservation
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Subdivision with amenities (No), upland basin with 10 slips and
associated structures (Yes), Boat Ramp (Yes)
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing - None
Planned - Waste Treatment Facility for s/d only
(F) Type of Structures: Existing - Existing Dock, Bulkhead and Boat Ramp
Planned - Upland basin, 10 slips with boat lifts, 6 finger
piers, widening existing Boat ramp, new bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Shallow Bottom 11,700ft2 N/A N/A
(1,625cubicyards)
(B) High Ground 5,375 ft2 N/A N/A
Basin Area (1851cubicyards)
(C) High Ground N/A 429,060.7ft2 N/A
S/D Area (includes grading, disturbing, and
filling to be done outside of AEC)
(D) Open Water Basin N/A N/A 300 ft2 Shaded
3,280 ft2 Inco .
(E) Jurisdictional wetlands N/A 12,850 ft2. N/A
(Subdivision area)
(D) - Total Area Disturbed: 462,265 ft2
Field Investigation Report:
BLE Development
Page 02
(E) Primary Nursery Area: No
(F) Water Classification: SA, HQW Open: No
8. PROJECT SUNi I ARY: The applicant is proposing to constnact an upland basin as
an amenity for an s/d located across the street known as James Creek. All work for the s/d
will be done outside the AEC's with the exception of the basin area. A total of ten slips are
proposed with fingers, boat ramp, new bulkhead and maintenance excavation of the
existing canal.
9. Narrative Description:
The West mouth Bay Canal Boat slips project is located adjacent to 170 Oak Hammock Road
in Harkers Island, Carteret County. Oak Hammock Road is found by turning south off of
Highway 70 East onto Harkers Island Road. Follow Harkers Island Road over the Draw
Bridge and turn left onto Cape Lookout Drive. Follow Cape Lookout Drive for a short
distance and turn left onto Mary Ella and follow to the stop sign then take another left. Drive
for a short distance and turn right onto Oak Hammock Drive. Follow for less than a 1/a of a
mile. The project area will be located on the right adjacent to 270 Oak Hammock Drive. The
property is adjacent to an existing canal, which connects to Westmouth Bay.
James Creek S/D and Westmouth Canal Boat Slips are 12.25 acres in their entirety and have
an average elevation of 3.0' above NHW. The high ground portion of the basin site is mostly
void of vegetation with the exception of weeds and a -few cedar trees. There are coastal
wetlands at the west and north of the basin project area. They are comprised mostly of Juncus
roemerianus ( Black Needlerush), Spartina altemiflora (Smooth Cordgrass), Salicornia
(Glasswort) and Limonium carolinianum (Sea Lavender) however none of these will be
affected with the proposed project. The s/d site is wooded with jurisdictional and some coastal
wetlands. The proposed work for the s/d will be done entirely outside of the AEC's. The
substrate in the basin area is thick organic mud. Westmouth bay is not a Primary Nursery Area
as designated by the Division of Marine Fisheries and the Division of Water Quality classifies
this as SA and HQW waters. The area in which the proposed project would take place is not
open to the taking of shellfish. Carteret County's Land Use Plan dated 1996 classifies this area
as limited transition with conservation in the AECs. Through field verification and aerial
photos SAV's were not observed. The width of the existing canal is 55' from edge of marsh to
edge of marsh with the full project work located entirely within the proposed upland basin.
10. Project Description:
The applicant is proposing as an amenity for the James Creek subdivision, which is located at
the west of the basin area, maintenance excavation within the existing canal, construction of a
new bulkhead, 10 wet slips with boatlifts and associated fingers, upland basin excavation, one
new wooden walkway at the boat ramp and the widening of an existing boat ramp.
The high ground portion for the s/d would involve the disturbance of 9.85 acres. There are 81
Field Investigation Report:
BLE Development
Page 03
single-family lots proposed. A large waste treatment plant with 5-day drip pond is proposed to
serve the subdivision. They would be located at the northeast side of street "d" and adjacent
to lots 60 and 73. There are four cul-de-sacs proposed for the road infrastructure located on
street c, d, e and f. The Northwestern cul-de-sac located on street "c" would be a distance of
90' landward of the 75' AEC. The street "f' cul-de-sac would be located 165' landward from
the 75' AEC with street "d" cul-de-sac located 720' from the 75' AEC. The cul-de-sac on
street "e" would be located a distance of 120' from the 75' AEC. The cul-de-sacs would retain
a width of 50'. There would be a 10' wide grass swale surrounding the outer perimeter of
each cul-de-sac and roadway with a maximum disturbance limit of 120' wide. There are 10
culverts proposed within the street system with dimensions of 10' x 50'. Street "a" would
have 4 culverts, street "b" with 3 culverts, street "c" with 2 culverts and street "d" with the
remaining culvert. There would be three level spreaders and ten temporary sediment traps
located along the street infrastructure. There are six streets proposed with an additional stub
out located at the northwest end of street "a." All of the proposed streets would retain a right
of way of 50' with each having different lengths. The lengths would be as follows, street "a"
at 1900', street "b" 2000', street "c" 720', street "d" 470', street "e" 120' and street "f" at
170'. All remaining infrastructure (electric, water, sewer) would be located under the road
system for the subdivision. In order for some of the roads and level spreader two to be
installed 12,850 square feet of jurisdictional wetlands would be filled. The US Army Corps of
Engineers issued general permit verification for this filling on February 11, 2008. Storm water
permit SW8070501 was issued on May 7, 2007. Silt fencing would surround all work
proposed for the infrastructure installation. The streets would range from 290' to 1150'
landward from the 75' AEC. The percentage of impervious (boat ramp) within the 75' AEC
would be at .4%. Once built out the percentage of the entire tract to be covered with
impervious would be 11.1%.
The high ground portion for the basin area will remain in its original state with the exception
of the proposed basin. There would not be parking allowed and the area would remain grassed
with no impervious proposed.
The upland basin proposed would have dimensions of 25' x 215' and would require
excavation of a total of 1851 cubic yards to a depth of -4' NLW from + 5.3' NHW. All spoils
would be located on a site left up to the contractor and approved by DCM. The dredging
would be mechanical bucket to barge and trucked off to an approved site.
The applicants are proposing 10 slips within the high ground basin. There would be (5) 3' x
20' finger piers and one 2' x 27' finger used in the boat ramp location. Each slip would have a
12' x 13' boatlift installed. The water depths would be an average of -4' NLW. The fingers
and boatlifts would be located entirely within the high ground basin with the width of the
water body becoming 80'. There are not any issues with riparian corridors due to all proposed
structures are within the high ground basin. All setback requirements would be met.
To stabilize the upland basin the applicants propose a 284' vinyl bulkhead. It would start at
the north side of the basin off the existing canal, which connects to west mouth bay, and
extend west for 37'. It would then turn south for 215' and continue east for 32'. The bulkhead
would be constructed landward of the NHW contour.
Field Investigation Report:
BLE Development
Page 04
The applicants are proposing to widen the existing boat ramp from 10' to 15' with no change
in the 31' length. The top of the ramp is at +5.3' nlw with the toe at 0'. This top elevation will
not change however the toe of the ramp will be at -4' nlw.
They are proposing maintenance excavation within the existing canal. A mechanical bucket to
barge dredging would be used. The dimensions for the excavation would be 50' x 234' and
located a distance of 5 minimum' from the edge of any marsh and bulkheads. The excavation
would remove an average of 1,625 cubic yards of material to an average depth of -4' NLW
from an average existing depth of -.25' NLW.
11. Anticipated Impacts:
The proposed development would result in the disturbance of 12.25 acres of high ground in its
entirety. The development as proposed would involve 17,550 ft2 of shallow bottom to be
excavated and would disturb a total of 429,060 ft2 of high ground with the excavation of 5,375
ft2 removed for the basin. The docking systems would shade 300 ft2 and incorporate 3,280 ft2
of open water. A total of 10 slips would be located within the high ground basin with a use of
private community. Once built out, this project would be 0% impervious within the 75' AEC
and 11.1%o impervious for the entire tract. There should be no hazard to navigation resulting
from this project due to all structures will be located entirely within the high ground basin.
The setting of pilings would result in temporary turbidity. The absence of a plug would also
cause substantial turbidity. The tidal flux of 1.5 as well as the gradual water depth in the basin
would provide adequate flushing for circulation.
Heather Styron 4/7/09 Morehead City
09-0397
IN
NF1
APPLICATION for
Major Development Permit _
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
B L E Development Westmouth Canal Boat Slips
Applicant 1: First Name MI Last Name
Sidney N Bazemore
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
370 Harkers Island NC
ZIP Country Phone No. FAX No.
28531 USA 919 - 810 - 2112 ext. -
Street Address (if different from above) City State ZIP
Oak Hammock Rd Harkers Island NC 28531-
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Coastal Science And Engineering
Agent/ Contractor 1: First Name MI Last Name
Jeremy Ganey
Agent/ Contractor 2: First Name MI Last Name
Bill Forman
Mailing Address PO Box City State
1643 Morehead City NC
ZIP Phone No. 1 Phone No. 2
28557 252 - 222 - 097 6 ext. - - ext.
FAX No. Contractor #
252 222 0967 2284
Street Address (if different from above) City State ZIP
1209A Arendell St Morehead City NC 28557-
Email
[e-mail]
<Form continues on back>
71
Form .DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret Oak Hammock Rd NC 1416
Subdivision Name City State Zip
N/A Harkers Island NC 28531 -
Phone No. Lot No.(s) (if many, attach additional page with list)
N/A - - ext. N/A,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Westmouth Bay
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site

®Natural ?Manmade ?Unknown .
North River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
?Yes ®No work falls within.
N/A
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) J
690 108,900
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
2.4ac, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) +3 ft ®NHW qr. ?NWL ,
e. Vegetation on tract
Coastal wetlands, shrub scrub, 404 species, and grass
f. Man-made features and uses now on tract
Bulkhead, platform, two (2) tie piles, and boat ramp. Property is currently being used to launch and recover boats.
g. Identify and describe the existing land uses adjacent to the proposed project site.
The south adjacent property is residential. Properties on east and north sides are coastal marsh.
h. How does local government zone the tract? L Is the proposed project consistent with the applicable zoning?
There is no zoning for the property. (Attach zoning compliance certificate, if applicable)
?Yes ?No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?
<Form continues on next page>
Form 9CM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit '
m. (i) Are there wetlands on the site? NYes ?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? NYes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
On site well supply system
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
NPrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This project will serve the James Creek Subdivision by providing a boat ramp and 10 slips with 8,000 lb lift each.
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 marine construction using various types of equipment. Marine construction equipment will be stored onsite and will
be removed after construction is complete.
d. List all development activities you propose.
Development activities associated with this project include excavation of area shown on Sheet 03 (approximately 3,500 cy of
material), construction of 10 boat slips with lifts, and widening existing boat ramp from 10 to 15 ft.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? 0 ?Sq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes NNo ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Existing and future discharges are untreated stormwater sheet flow from site.
I. Will wastewater or stormwater be discharged into a wetland? ?Yes ?No NNA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No NNA
j. Is there any mitigation proposed? ?Yes ?No NNA
If yes, attach a mitigation proposal.
<Form continues on back>
Form.r,)CM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
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 Tommy W. Bourbeau Phone No. N/A
Address 270 Oak Hammock Rd Harkers Island, NC 28531
Name Alton Keel Jr. Phone No. N/A
Address 4013 Long Leaf Dr. Melbourne, FL 32940
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.
N/A N/A
N/A N/A
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 April 11, 2008 (Revised March 23, 2009) Print Name Jeremy G. Ganey
Signature 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
31 ft (total
Length 234 ft length will not
change)
Existing ramp
Width 50 ft will be
widened from
10 to15ft
Top of ramp
Avg. Existing
25 ft
0 Elevation
Toe of
3 ft
=5
NA
NA
Depth .
- .
.
ramp depth is
Oft
Top &WwMd-
Final Project 4 ft „_. of ramp NA NA
Depth elevation will
not change.
1. EXCAVATION ?6aleflj
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
approximately 1,625 cy MLW
IU L - "T r%.p4?V
[] This section not applicable
b. Type of material to be excavated.
Mud - sandy mud
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:
Establish adequate depths for boat access.
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
To be determined by contractor and approved by DCM
c. (i) Do you claim title to disposal area?
[]Yes ?No ®NA
(ii) If no, attach a letter granting permission from the owner.
d. High-ground excavation in cubic yards.
approximately 1,850 cy
b. Dimensions of disposal area.
N/A
[]This section not applicable
d. (i) Will a disposal area be available for future maintenance?
[]Yes ®No ?NA
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), []Yes NNo ?NA
or other wetlands (WL)? If any boxes are checked, provide the (ii) If yes, how much water area is affected?
number of square feet affected.
?CW ?SAV ?SB _
?WL ®None
(ii) Describe the purpose of disposal in these areas:
3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
k'
a. Type of shoreline stabilization: b. Length: -..2-7 ft
®Bulkhead ?Riprap []Breakwater/Sill []Other:
Width: 1 ft
°
c. Average distance waterward of NHW or NWL: 0 d. Maximum distance waterward of NHW or NWL: 0
e. Type of stabilization material:
Sheet pile (vinyl or steel)
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.
Bulkhead backfill 0 Riprap
Breakwater/Sill Other
i. Source of fill material.
Upland source determined by contractor
h. Type of fill material.
Clean coarse sand
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 wPtiande/mnrch f('Mh
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
controlled?
Excavated material will not be kept on site.
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.
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Dredging equipment may employ dragline or excavator, disposal
to trucks and disposal at a location approved by DCM prior to
use.
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes NNo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
April 11, 2008 (Revised March 23, 2009)
Date
Westmouth Canal Boat Slips
Project Name
Jeremy G. Ganey
Applicant Name }}??
pplican ignature
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
1 single family residence per lot and 1 wastewater
treatment facility
b. Number of lots or parcels.
81
c. Density (give the number of residential units and the units per
acre).
1.3 units per acre
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: Permit was issued on
11 March 2008
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.
0.4% (proposed boat ramp on 2.4 ac site detached from
subdivision)
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.
11.1%
j. Describe proposed method of sewage disposal.
Onsite wastewater treatment facility
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).
surface runoff
d. Size of area to be graded, filled, or disturbed including roads;
ditches, etc.
9.85 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt and concrete
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: Stormwater Certification was
issued on 07 May 2007
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 NNo ?NA
If yes, attach appropriate documentation.
m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ?Yes ®No ?NA
community, public system, etc.) (ii) If yes, how many acres?
Community well
o. When was the lot(s) platted and recorded? p. If proposed development is a subdivision, will additional utilities be
June 21, 2006 installed for this upland development?
®Yes ?No ?NA
November 26, 2008 (Revised March 23, 2009)
Date
Wesmouth Canal Boat Slips
Project Name
Jeremy G. Ganey
Applicant Name

pplicanVSignature
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:
?Commercial ?Public/Government OPrivate/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
10
(ii) Number of slips existing
1 (this will be removed)
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: 18-24 ft
d. (i) Are Finger Piers included? ®Yes ?No
If yes:
(ii) Number 6
(iii) Length 20 ft (5), 27 ft (1) ..
(iv) Width 3 ft
(v) Floating ?Yes NNo }
f. (i) Are Boatlifts included? ®Yes ?No
If yes:
(ii) Number 10? '(iii) Length 12 ft
(iv) Width 12.5 ft on center, 13.5ft to outer edge
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: 10
? Dry storage; number of boats:
N Boat ramp(s); number of boat ramps: 1 (for slip users only)
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Skiffs and runabouts
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?
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
? Toilets for patrons; Number: 0; Location: N/A
? Showers
? Boatholding tank pumpout; Give type and location: N/A
b. Describe treatment type and disposal location for all sanitary wastewater.
There will be no wastwater pumpout at this launching facility.
c. Describe the disposal of solid waste, fish offal and trash.
On site trash cans
d. How will overboard discharge of sewage from boats be controlled?
Sign prohibition
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
There will be three (3) signs posted on site. One near each end of the slips and one in the middle of the slip area.
(ii) Give the location and number of "Pumpout Available" signs proposed.
There will be no pumpout associated with this launching facility.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be disposed of?
No vessel maintainance allowed.
h. Give the number of channel markers and "No Wake" signs proposed. One near the boat ramp.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
There will be no fuel-handling facilities associated with this facility.
j. What will be the marina policy on overnight and live-aboard dockage?
There will be no overnight or live-aboard allowed.
k. Describe design measures that promote ooat Dasm nusmng r
This canal flushes naturally by way of lunar tides.
1. If this project is an expansion of an existing marina, what types of services are currently provided?
This is not an expansion of an existing marina.
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 0 (CW are adjacent to project and are not expected to be affected) ?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) ®This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?Public/Government ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable'
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
?Commercial ?Public/Government ?Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
15 ft
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
60 ft before excavation. 80 ft after excavation
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.
b. Proximity of structure(s) to adjacent docking facilities.
Closest docking structure is approximately 240 ft south of
proposed slips
d. Water depth at waterward end of structure at NLW or NWL
-4 ft
8. OTHER 0This section not applicable
a. Give complete description:

April 11, 2008 (Revised March 23, 2009)
Date
Westmouth Canal Boat Slips
Project Name
Jeremy G. Ganey
Applicant Name
Applicant Si6nature
WESTMOUTH CANAL BOAT SLIPS
HARKERS ISLAND, CARTERET COUNTY, NORTH CAROLINA
PROJECT NARRATIVE
INTRODUCTION
The project property is located on the east side of Oak Hammock Rd, adjacent (north
side) to Mr. Tommy W. Bourbeau's property on Harkers Island, Carteret County, North
Carolina. The applicant proposes to perform maintenance dredging of approximately
1,650 cy, upland excavation of approximately 1,850 cy, construct new bulkhead,
construct 10 wet slips with boat lifts, and widen the existing concrete boat ramp. The site
can be reached by going east on N.C. Highway 70, turning right onto Harkers Island Rd,
turn left onto NC road 1337 (Cape Lookout Rd), left onto Willis Dr and right onto Oak
Hammock Rd.; property is adjacent to 270 Oak Hammock Rd, (see Sheet 1 of 5
drawings). The site is currently developed with a boat ramp, a small fixed dock, and
bulkhead along the shoreline. The property has approximately 690 linear feet of
estuarine shoreline on the manmade canal measured along the property line (see sheet
2of5)
PROJECT DESCRIPTION
The project consists of the following elements:
• Maintenance excavation of manmade canal
• Excavate a portion of upland area to accommodate slips
• Construction of new bulkhead
• Construction of 10 wet boat slips, each with 8,000 lb lift
• Widening the existing boat ramp from 10 to 15 ft
Westmouth Canal Boat Slips July 17, 2008
Major CAMA Permit Application - Narrative Pagel of 3
EXISTING CONDITIONS
The site is currently developed with a boat ramp, platform, and bulkhead along the
shoreline.
There is no submerged aquatic vegetation (SAV) or shell bottom along the shoreline of
the property. Coastal wetlands border the property on the north, east, and west sides.
There are no coastal wetlands in front of the bulkhead.
STORMWATER MANAGEMENT
No upland improvements, pavements, walkways or other impervious surfaces will be
constructed as part of the project. No stormwater management or additional stormwater
measures are proposed for this project.
METHODS OF CONSTRUCTION
Dock components will be of timber frame construction. Dock installation will be by
conventional marine construction methods.
PROJECT SCHEDULE
Construction of dock will be initiated as soon as the CAMA permit is issued.
COMPLIANCE WITH CAMA LAND USE PLAN
The property is not zoned, but is classified as "Residential" by the Carteret County
CAMA Land Use Plan.
Westmouth Canal Boat Slips July 17, 2008
Major CAMA Permit Application - Narrative Page 2 of 3
COMPLIANCE WITH THE N. C. ENVIRONMENTAL POLICY ACT
There is no work proposed on the site that will require review under the N; C. h,
Environmental Policy Act.
ADJACENT RIPARIAN PROPERTY OWNERS
Mr. Tommy W. Bourbeau
270 Oak Hammock Rd.
Harkers Island, NC 28531
Mr. Alton Keel Jr.
4013 Long Leaf Dr.
Melbourne, FL 32940
Westmouth Canal Boat Slips July 17, 2008
Major CAMA Permit Application - Narrative Page 3 of 3

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COASTAL WETLANDS -tir.-.t.# 1 a 1 NOTE: ENTIRE
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TIMBER WALKWAY TO REMAIN 4
EXISTING BOAT RAMP
- TIMBER WALKWAY TO BE REMOVED TO WIDEN BOAT RAMP A
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PROPOSED FINGER PIER, TYP 8,000 LB CAPACITY, TYP
: EX PLATFORM EX BULKHEAD
TO BE REMOVED TO BE REMOVED
4 -?- J
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COASTAL WETLANDS COAST'4 WETLANDS
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EXISTING
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NLW NORMAL LOW WATER A A A A A A A A A PRELIMINARY
TYP_ TYPICAL 30 0 30 NOT FOR CONSTRUCTIONJ
PROJECT TITLE: PREPARED FOR DRAWING TITLE:
BLE DEVELOPMENT LLC
WESTMOUTH CANAL BOAT SLIPS PO BOX 370 SITE PLAN
HARKERS ISLAND, NC 28531
SCALE SHEET*
AS SHOWN
DATE R"
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PROJECT#
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PROPOSED FINGER PIERS
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AS SHOWN
BLE DEVELOPMENT LLC DATE REY,aAPR
? °' 'flEY AAY0B
WESTMOUTH CANAL BOAT SLIPS PO BOX 370 DREDGING ?LAN DRANMSY: i7 BMF 03
HARKERS ISLAND, NC 28531 PROJECTA
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31.0'CONCRETE BOAT RAMP
I 32.0'TIMBER WALKWAY - I EX GRADE
MATERIAL TO BE REMOVED

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NLW EL. 0.00

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TIMBER WALKWAY
TOE OF RAMP
SCALE: 1"=10'
15
EX. GROUND
SECTION C-C
- -- -
1 L-- 3
3
-?I PROPOSED GRADE
L 10.7
X BULKHEAD, TO BE REMOVED
NOTE: ELEVATIONS SHOWN
RELATIVE TO NLW DATUM
SECTION D-D
SCALE: 1"= 10'
PRELIMINARY
NOT FOR CONSTRUCTION
PROJECT TITLE PREPARED FOR DRA WING TITLE:
BLE DEVELOPMENT LLC SECTION C-C
WESTMOUTH CANAL BOAT SLIPS PO BOX 370
HARKERS ISLAND, NC 28531 BOAT RAMP
SCALE: SHEET A!
AS SHOWN
DATE:
13 MAR 09
w
oRAV"Jer: 0
BMF
PROJECT".
2284 of 9
FINISHED GRADE
BACKFILL WI CLEAN COARSE SAND
FILTER FABRIC
EXTEND TO BOTTOM OF
EXCAVATION AT WALL
- CONCRETE CAP
EL. 5.3
NHW EL. 1.71
_NLW EL. 0.00
NOTE: ELEVATIONS SHOWN
RELATIVE TO NLW DATUM
EL. -22.0 ±
PROPOSED GRADE

PRELIMINARY
NOT FOR CONSTRUCTION
DRAWING TITLE
BULKHEAD DETAIL
SCALE: SHEETO
AS SHOWN
DATE 17 JULY 08
REV 13 MAR 09

ORAVW BY: O
BMF
PROJECT A!
2284 OF:9
PLASTIC COMPOSITE SHEET PILE
EL. -4.0
10"± FACE TO FACE
TOP OF RAMP
- -'? TIMBER WALKWAY, REPLACEMENT
PROPOSED BULKHEAD
09-0397
OAK HAMOCK DRIVE
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PROJECT TITLE: PREPARED FOR: DRAWING TITLE:
BLE DEVELOPMENT LLC CONNECTING
WESTMOUTH CANAL BOAT SLIPS PO BOX 370 WATER DEPTHS
HARKERS ISLAND, NC 28531
SCALE:
AS SHOWN SHEETM
DATE.
13 MAR 09

oRAwrla. 109
OMF
PROJECTN - --
2284 OF 9
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