20071141 Ver 1_CAMA Application_20070627

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~~~~~
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
07-1 1 41
June 26, 2007
MEMORANDUM:
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
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UN ~ 7 2001
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~£11A.MItgq,VD T~~ ATiR~~CM
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Kave Investment Group, LLC c/o David Owens
Project Location: 310 Cedar Point Blvd., adj. to Bogue Sound, Cedar Point
Proposed Project: The applicant proposes to place an 8 slip docking facility within an existing canal
for use by future homeowners. This will involve the construction of a 270'
bulkhead and a 465' dock. The applicant also proposes to excavate along the dock
in order to improve water depths.
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 ommerce v u , orehead y,
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

Major Permit F~~ Schcdul~
0 7- 1 1 4 1
DCM ~ DWQ $
Development Type Fee (14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
I. Private; non-commercial
development that does not involve
e filling or excavation of any
etlands or open water areas: $250 100% ($250) 0% ($0)
II. Public or commercial
development that does not involve
he filling or excavation of any
etlands or open water areas: $400 100% ($400) 0% ($0)
III. For deve-opment that involves
he filling and/or excavation of up to
1 acre of wetlands and/or open
ater 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)
111(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
an one acre of wetlands and/or
open water areas: $475 60% ($285} 40% ($190)

DIVISION OF COASTAL MANAGEMENT
FIELD Ii~'VESTIGATION REPORT
APPLICANT'S NAME: Kave Investment Group, LLC C/O David Owens
2. LOCATION OF PROJECT SITE: 310 Cedar Point Blvd. Adjacent to Bogue Sound.
Photo Index - 2006: 38-8059 grid (P4)(PS) 2000: 36-456 grid (T3)(U3)(U4)
State Plane Coordinates - X: 2570477.617 Y: 342233.723 Rover # J040912B
34°40'31.28N 77°06'08.SSW
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 5/10/07
Was Applicant Present -Yes
5. PROCESSING PROCEDURE: Application Received - CC 5/15/07
Office -Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Carteret County
Land Classification From LUP -Built Upon/Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Water, Estuarine Shoreline, Coastal
Wetlands
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing - On-site septic
Planned - On-site septic
(F) Type of Development: Existing -Single Family Home, Dock
Planned -Dock, Bulkhead, Excavation
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
ilRF.ll(TFn FTT,T,F,T) OTHER
(A) High Ground 15,162 ftz
(B) Open Water 340ft2 Incorp.
340ft2 Shaded
(C) Shallow Bottom Habitat 17,094 ftz
(D) Coastal Wetlands 1,520 ft2 Shaded
(D) Total Area Disturbed: 34,116 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant is proposing to place an 8 slip docking facility within an
existing canal for use by future home owners. This will involve the construction of a 270' bulkhead
and a 465' dock. The applicant also proposes to excavate along the dock in order to improve water

depths.
Kave Investment Group
Page 02
9. Narrative Description:
This project is located 310 Cedar Point Blvd. in Cedar Point, Carteret County. The site lies just
west of the Flying Bridge Resturant. An existing canal borders the site to the north and connects
to Bogue Sound. Bogue Sound borders the site to the south.
The applicants property is 8.28 acres in its entirety and varies from 0' to 4' in elevation above
NHW. Existing on the high ground portion of the site is a single family home. In the
adjacent canal there is an existing dock in a poor state of repair. The shoreline along the canal
has a thin fringe of Smooth Cordgrass (Spartina alterniflora). Some clusters of oysters were
noted in the canal. There are other expanses of marsh around the property that contain
Smooth Cordgrass (Spartina alterniflora), Black Needle Rush (Juncus roemerianus) and Salt
Meadow Grass (Spartina patens). Connecting to the north east corner of the canal is Bogue
Inlet Boataminium. The substrate in this area is mostly silt and sand. Water depths in the
canal area are approximately -2' NLW. Water depths in the Boataminium and channel to
Bogue Sound are approximately -5' NLW. The width of the canal ranges from 25' to 50'.
This property has 1,419' of shoreline.
The Division of Water Quality classifies this area as SA waters. This area is not a Primary
Nursery Area and is closed to the taking of shellfish. Carteret County's Land Use Plan dated
1996 classifies this area as Built Upon and Conservation within the AEC's. There are no
shellfish leases or SAV's in this area.
10. Proiect Description:
In an effort to create 8 slips, Kave Investment Group proposes to construct a 465' dock.
Excavating the adjacent canal would increase water depths. A 270' bulkhead would stabilize
the shoreline.
During the development process, the applicant would begin by installing 270' of bulkhead.
The new bulkhead will be placed landward of all coastal wetlands. Once the bulkhead is in
place the applicant proposes to construct a 465'X4' dock that would run along the edge of the
marsh and canal. This dock would provide 8 side-to docking slips.
In order to improve water depths the applicant proposes to maintenance excavate 1,281 yd3
within the canal. This would create a 462.48'X37.41' channel. Water depths existing at
NLW in this area are -2'. The final project depth would be the connecting depth of -4'NLW.
A 5' buffer from coastal wetlands would be maintained during the excavation process. The
excavated spoils would be placed >40' landward of NHW in two on site areas. The
dimensions of the two areas are 115'X133' and 113'X107' respectively. The applicant is
proposing hydraulic dredging with the spoils to be placed in a settling basin with influent and
effluent pipes.

Kave Investment Group
Page 03
11. Anticipated Impacts:
The proposed improvements would result in 340 ftz of open water incorporated and shaded by
the dock. The dock would also shade 1,520 ft2 of coastal wetlands. A total of 17,094 ft2 of
shallow bottom would be excavated which would result in the removal of 1,281 yd3 of
material. The excavated material would be placed on high ground disturbing 15,162 ft2. An
increase in turbidity would occur during excavation. The proposed 8 slips would be used for
the private use of future homeowners.
Ryan Davenport Morehead City 6/11/07

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(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
~. Primary Applicant/Landownerlnformation
Business Name
Kave Investment Group,Llc Project Name (if applicable)
Applicant 1: First Name
David MI
E Last Name
Owens ~~~ ~ p ~~~~
t~
Applicant 2: First Name
Kay MI Last Name
Owens ~~r`'~ //~~,,
~~~~~~~~ ~/~~y ~4A
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
160 Cedar Point Blvd. PO Box City
Swansboro State
NC
ZIP
28584 Country
Carteret Phone No.
252 - 393 - 8027 ext. FAX No.
- -
Street Address (if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name .
Charles A Rawls And Associates
Agent/ Contractor 1: First Name MI Last Name
Charles A Rawls
Agent/ Contractor 2: First Name MI Last Name
DeWitt T Cleve
Mailing Address PO Box City State
1126 Swansboro NC
ZIP Phone No. 1 Phone No. 2
28584 910 - 326 -140 8 ext. - - ext.
FAX No. Contractor #
910 326 1400
Street Address (>f differenf from above) City State ZIP
Email
<Form continues on back>

Form DCM MP-1 (Page 2 of 4)
APPLICATION fo~
Major Development Permit
c~t~~~°i RR11T~;`T1
3. Project Location
County (can be multiple) Street Address ~OQ~ State Rd. #
~ u ~ ~ ~`
Carteret NC Hwy 24
310 Cedar Point Blvd. ~
Subdivision Name
SD
Jones and W I Herrin
John S City ~~te
Swansboro ~(~rQ~ea~ f'~ '"'~ 84 -
g
.
Phone No. Lot No.(s) (if many, attach additional page with list)
252 - 393 - 8027 ext. 32, 33, 14-21, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak 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 ^Manmade ^Unknown Bogue Sound
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.
Cedar Point
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1,419.45 ft 360,631.47 S. F. 8.28 Acres
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
0.98 Ac., 4.03 Ac., 3.27 Ac., NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 4' ®NHW or ^NWL
e. Vegetation on tract
Live oaktrees, grass, marsh
f. Man-made features and uses now on tract
House, residential
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential to the west and marina, business to the east.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
B-1, R-20 (Attach zoning compliance certificate, if applicable)
®Yes ^No ^NA
j. Is the proposed activity part of an urban watertront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes ®No ^ NA
If yes, by whom?
I. 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>

Foam 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, it available)
n. Describe existing wastewater treatment facilities.
Septic tank with nitrification field.
'~v~a ,~ ~ 1~~0~
o. Describe existing drinking water supply source. Qf~

County 1 !
~$~ ~'+1
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.
Six (6) buildable lots, private subdivision, residential.
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.
Construct bulkhead with waterjet and backhoe, dredge canal with hyd. dredge ,co nstruct earth berm for spoil containment
with dozier and backhoe, all to be stored on site.
d. List all development activities you propose.
Construct street, bulkhead, walk, boat slips.
e. Are the proposed activfties maintenance of an existing project, new work, or both? new work
f. What is the approximate total disturbed land area resulting from the proposed project? 0.64 ^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.
Effluent ftom two (2) spoil areas as shown on attached map.
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>

Fcrm DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallnformation
In add>tion to Phis completed application form, (MP-1) the following items below, if applicable, must be submitted in
package to be complete. Items (a) - (Q are always applicable fo any major development application. Please con
fnstnrction booklet on how to properly prepare the required items below.
a. A project narrative. J~N
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please gi the present status o
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on map~~awings to distinguish
between work completed and proposed. ~-•~•i~vv//( f'~~j
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar wfth 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 watertront (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 Bogue Inlet Boataminium, Inc Phone No.
Address P.O. Box 1924, Swansboro, N.C. 28584
Name Gene R. Heath Phone No. 252-354-8900
Address 10219 Corree Cove Drive, Emerald Isle, N.C. 28594
Name James R. Riggs Phone No. 252-393-6558
Address 306 Cedar Point Blvd., Swansboro, N.C. 28584
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 3 " 3 0' doo't Print Name Prv I r~ t . OH1EN5
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
~o
1! „

Form DCM MP-4
STRUCTURE
~~°~~o
~~~
(Construction within Public Trust Areas) ~4/'~t & ~~~~
h~,~~,
Attach this form to Joint Application for CAMA Major Permik, Form DCM MP-1. Be sure to complete all other sections of ttt~/~nt~,,,
Application that relate to this proposed project. Please include all supplemental information. ~ ~/?j,
7. DOCKING FACILITY/MAR/NA CHARACTERISTICS
a. (i) Is the docking facility/marina:
^ Commercial ^ Public/Government ®Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 465'.
(Iv) Width 4'
(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
8
(ii) Number of slips existing
0
^ This section not applicable
b. (i) Will the facility be open to the general public?
^Yes ®No
(v) Floating ^Yes ^No
d. (i) Are Finger Piers included? ^Yes ®No
If yes:
{ii) Number
(iii) Length
(iv) Width
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 w
maintenance service
^ Dackage, 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:
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'-50'
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Private pleasure boats.
I. C) 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 FAC/LITYJMAR/NA 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: ;Location:
^ Showers
^ Boatholding tank pumpout; Give type and location: ~~
b. Describe treatment type and disposal location for all sanitary wastewater. C 'y ,j
O ~~~ 8~~0
c. Describe the disposal of solid waste, fish offal and trash. ~/1
Lr/~~
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marinaJdocking 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 vegetatio
(SB), or other wetlands (V1IL)? If any boxes are checked, provide the number of square feet affected.
^CW ^SAV ^SB
^WL ^None
`, ~e~~~'
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ^Yes
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. ~+~~/y
'-/ 1
bottom
~~~
~ ~ ~Q
~ . ~~
3. BOATHOUSE (including coveredlitts) ®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 FiIL) ®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.)
N/A
7. GENERAL

a. Proximity of structure{s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
15' S0' -
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
50'
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. Give complete description:
Water depth at waterward end of
4'
~ ~ -~`7 -~no-7
Date
K1AV~ ~r,-wtie.n-4" ~ou-#~,~
Project Name
~~ ~d ~.. ~~er~5
App ' Name ~ ` I~~'" 51
Applicant Signature

Form DCM MP-2
IEXCAVATI ON 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 ;
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 her
Channel Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (e cluding
shoreline
(NLW or
NWL stabilization
Length 462.48'
Width 37.41'
Avg. Existing 2' NA NA
Depth
Final Project 4' NA NA
Depth
1. EXCAVATION ^This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. mud, sand
1,281.58 C.Y.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), N/A
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:
For purpose of eight (8) boat slips.
2. DISPOSAL OF EXCAVATED MATERIAL ^This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
On site
c. (i) Do you claim title to disposal area?
' ®Yes ^No ^NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of disposal in these areas:
For purpose of holding excavated material until at such time
material has dried out for removial for site.
See attached map
d. (i) Will a disposal area be available for future maintenance?
^Yes ®No ^NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water'?
^Yes ®No ^NA
(ii) If yes, how much water area is affected?

3. SHORELINE STABILIZATION ^This section not applicable
(lf development is a wood groin, use MP-4 -Structures)
a. Type of shoreline stabilization:
®Bulkhead ^Riprap ^Breakwater/Sill ^Other:
c. Average distance waterward of NHW or NWL: 1'
e. Type of stabilization material:
Fiberglass panels, concrete top
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill N/A Riprap N/A
Breakwater/Sill N/A Other N/A
i. Source of fail material.
N/A
b. Length: 27D' ~~' ~ f
Width: 1'
d. Maximum distance waterward of N}~or NWL: 1'
~3~ `'G
f. (i) Has there been shoreline erosion durinecedinf1~ +~
months? ] i
^Yes ®No ^ NA ~ ~(~~
(ii) If yes, state amount of erosion and source of ~ ; frn amount
information. /~
~1~.
h. Type of fill material.
N/A
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (il Will fill material be brouahtto the sfte? ^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)?
Berm area as shown on attached map. Hydraulic
c. (i) Will navi ational aids be required as a result of the project?
^Yes ~No ^NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ^Yes ®No ^NA
(ii) If yes, explain steps that will betaken to avoid or minimize
environmental impacts.
b~'~7 o~C~7 ~0.J~d F• ©wPtnS
Date Ap licant N e
i ~
n v r ~ ~ ~`-' A'plicaM Signature
Project Name

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PLANNING, MAPPING & SURVEYING
1117 Hammock Beach Rd. P.O. Box 1126
Swansboro, N.C. 28584
[phone] FAX [phone]
JOB
SHEET NO.
CALCULATED BY
CHECKED BY
E-mail: rawlssur®tcp2.com SCALE t -~
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PLANNING, MAPPING & SURVEYING
1117 Hammock Beach Rd. P,O. Box 1126
Swansboro, N.C. 28584
[phone] FAX [phone]
E-mail: rawlssur®tcp2.com
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