20071993 Ver 1_CAMA Application_20071128

a ~ 1- 1 9 9 3
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
MEMORANDUM
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality, Wetlands Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 27 November 2007
SUBJECT: CAMA Application Review
APPLICANT: Jeffery L. Mathis
Respond to Doug Huggett
Morehead City Office
Qr~c~~adr~~
NOV 2 S 2007
DENR - WATER auALITY
VYETtAN03 AND STtJRMWl~T6R BRANCH
PROJECT LOCATION: Off SR 1769 in the Smithton Community at 78 Oland Drive in
Ravenwood Estates near the Town of Belhaven adjacent a man made canal offPungo Creek in
Beaufort County, North Carolina.
PROPOSED PROJECT: Applicant proposes to excavate a new 21' x 50' highground boat basin,
construct a 14' x 16' boat ramp and an 8' wide x 100' long dock.
Please indicate below your position or viewpoint on the proposed project and return this form by 18
December 2007. Please contact Steve Trowell at 252-948-3854, if you have any questions regarding the
proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed Date
943 Washingtan Square Mall, Washington, North Carolina 27889
Phone: 252-94ti~481 1 FAX: [phone] Interr~t: www.na~astalmanagement.net!
N"o`~s ,Cazolina
watura!!y
An Equal Opportunity 1 Atfinnative Action Employer - 50°~ Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Jeffery L. Mathis
2. LOCATION OF PROJECT SITE: Off SR 1769 in the Smithton Community at 78 Oland Drive in Ravenwood
Estates near the Town of Belhaven adjacent a man made canal off Pungo Creek in Beaufort County, North
Carolina.
Photo Index-2006: 118-8803; X-6 2000: 116-1467; R-13; 1995: 116-1265; J-9
State Plane Coordinates - X: 2,697,100 Y: 649,000
Pantego Quad. (lower right corner)
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 5/24/07
Was Applicant Present -Yes
5. PROCESSING PROCEDURE: Application Received - 11/9/07
Office -Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Beaufort County
Land Classification From LUP -Community (uplands), Conservation (Canal)
(B) AEC(s) Involved: EW,PTA, CS
(D) Water Dependent: YES
(D) Intended Use: Private
(E) Wastewater Treatment: Existing -Septic
Planned - N/A
(F) Type of Structures: Existing -House, boathouse, storage building, bulkhead
Planned - Excavation of a 21' x 50' boat basin, construction of an 8' x 100' dock
and a 14' wide x 16' long boat ramp.
(G) Estimated Annual Rate of Erosion: none
7
HABITAT DESCRIPTION:
[AREA]
DREDGED I~ LI.EI~ X13
(A) Vegetated Wetlands
600 ftz (Shaded)
(B) Non-Vegetated Wetlands 416 ft~ 224 ftz (Boat
canal bottom Ram )
(C) Other 1,050 ft~ 11,200 ft~
Uplands
(D) Total Area Dishirbed: ±.31 acre or +13,490 ftz
(E) Primary Nursery Area: No
(F) Water Classification: SC NSW Open: NO
8. PROJECT SUMMARY: The applicant proposes to excavate a new 21' x 50' highground boat basin, construct a
14' x 16' boat ramp and an 8' wide x 100' long dock.

Jeffery L. Mathis
Beaufort County
Project Setting
The project site is located off SR 1769 at 78 Oland Drive on lot 5 of the
Ravenwood Harbour Estates subdivision in the Smithton Community situated on a man
made canal system off Pungo Creek in Beaufort County near Belhaven, North Carolina.
This canal system is located below the HWY 99 bridge on the north side of Pungo Creek.
The site is a developed 1.14 acre highground residential lot vegetated mainly with upland
grasses and various scattered hardwood trees. The lot is bordered on two sides, the east
and south side, by man made canals. The canal on the east side of the property is
approximately 75' wide and connects directly to Pungo Creek while the canal on the
south side is a lateral off the aforementioned canal and is approximately 40' wide. Water
depths in the larger canal are between 5.5' to 7.4' and 3' to 4' in the lateral canal. The lot
has approximately 170' of shoreline along the main canal stabilized with riprap. The
shoreline along the lateral canal is stabilized with +280' of wood bulkhead. There is a
covered 15' x 35'boat basin perpendicular off the lateral canal. On either side of the
covered basin is a roofed area over grass, a simple extension of the roof that covers the
basin. Beside the boat basin and shelter is an open sided roofed picnic shelter and a
pump house.
The lot contains one single-family residence with associated guest house/storage
building. The Beaufort County Health Department has turned down any additional septic
preventing further subdivision of the property.
Pungo Creek is classified as SC NSW by the Environmental Management
Commission and as Coastal Waters by the Division of Marine Fisheries.
Project Description
The applicant proposes to improve boat access and mooring on this single-family
lot by excavating a 21' wide x 50' long boat basin off the lateral canal, constructing a 8'
wide x 100' long dock along the main canal and a 14' wide x 16' long boat ramp on the
main canal.
Excavation of the boat basin will occur at he corner of highground created at the
confluence of the main and lateral canals. The basin will be excavated to a connecting
depth of minus 5' below the normal water level (NWL). The resultant spoil is to be
placed a minimum of 30' landward of the canals and spread in an area 80' wide x 140'
long once dry. Three mooring piles are to be spaced evenly aligned with the
existing/remaining bulkhead in the lateral canal. These piling will provide spring piles
for the 21' wide x 50' slip. The new cut is to be stabilized with 70' of new bulkhead.
This bulkhead will tie into the existing.

An S' wide x 100' long pile supported wooden dock is proposed along the main
canal. Approximately 6' of this dock will extend over the canal/NWL.
A 14' wide x 16' long boat ramp is proposed in the main canal near the northeast
corner of the property. The bank is to be excavated to create the slope. Either side of the
cut is to be stabilized with a wooden wall. A concrete pad will then be pushed into place.
Anticipated Impacts
There will be some localized short-term turbidity during the excavation, dock and
bulkhead construction activities. The project will increase the available number of
permanent mooring available on this lot to as many as 6 - 25' long vessels.
Approximately 12,000 ft2 of uplands will be filled and graded. If the project is completed
as proposed, it will result in an increase in the number of vessels mooring in the local
canal system and their associated impacts.
Steve Trowell -Washington Regional Office - 20 November 2007

NARRATIVE
Applicant: Jeffrey L. Mathis
Project Location: 78 Oland Drive
Ravenwood Estates
Belhaven, North Cazolina
Waterbodv: Man-made Canal off Pungo Creek
Length of Shoreline: 473.29'
Submer eg_d Aquatic Vegetation: None present within the project azea.
PNA: No
Water Classification: SC (Aquatic Life, Secondary Recreational, Salt)
NSW (Nutrient Sensitive Waters)
A. Proposal:
The project includes the excavation of a boat basin, bulkheading, storage and grading of
excavated dredge spoil, construction of a 100' dock paralleling the main canal, and the
excavation of a boat ramp:
1) Boat Basin
Excavation of a 50'L x 21'W x 5'D single slip boat basin, with 71' of bulkhead, a
five foot return wall, and three mooring pilings to be placed in approximate
alignment with the bulkhead to be removed. Removal of material will be
accomplished mechanically using a backhoe. Spoil will be temporarily stored in a
high ground location a minimum of 30' landwazd of normal water level (NWL).
Shallow bottom excavation will extend approximately five feet waterwazd of the
existing bulkhead to a connecting depth of 5' below NWL.
High Ground Excavation
Average depth of proposed basin: 5' below NWL
Height of existing land above NWL: 1.66' above NWL
6.66' =excavation below existing grade
Area of excavation: 50'x 21' =1O50sf
Total: 1050sf g 6.66' = 6993cf _ 27 = 259cy
259cy High Ground (HG) Spoil
Shallow Bottom Excavation fdredei
Area along side canal: 50'x 5' = 250sf
Area along main canal: 26'x 5' = 130sf
Area along NE comer of basin: 6'x 6' = 36sf
416sf

Average depth to be excavated: 1'below NWL
Total: 416sf g 1' = 416cf _ 27 =15.4cy
15.4cy Shallow Bottom (SB) Dredge Spoil
2) Dock
A 100'x 8' wooded dock is proposed along the main canal, paralleling the
shoreline. The dock will begin at the edge of the proposed boat basin and extend
100' in a northeasterly direction over an existing riprap shoreline. The dock will
extend and average of 5' and a maximum of 6' over water at any point along its
alignment.
Shading of Shallow Bottom (Estuarine and Public Trust Water)
100'x 5' = SOOsf
Total: 500sf SB Shading
Shading of High Ground and Associated Disturbance
100'x 3' = 300sf
Total: 300sf HG Shading
3) Boat Ramp
Positioned approximately 20' from the Drost property will be a 14'wide boat
ramp that will extend approximately 16.66' waterward of normal water level
(NWL). Sidewalls and returns will be installed to prevent erosion. The return wall
adjacent to the Drost property will be approximately 15' from the riparian
property line. The ramp will be a 24.5' L x 14' W x 6"D reinforced concrete slab,
poured on high ground and pushed into place with a backhoe.
The ramp will be a total of 14' W x 24.5' L, of that approximately 16.66' will
extend below NWL upon completion.
High Ground Excavation
Average depth of ramp at NWL:
Height of existing land above NWL:
1.83' below NWL
1.66' above NWL
3.49' (3.5') excavation below existing
grade at NWL
Ave. depth: 3.5'= 2 (sloped grade) =1.75'
Area to be excavated above NWL:
14'x 15.33' = 214.63sf
Total: 241.63sf z 1.75' = 375.6cf _ 27 =13.91cy (round up)
14cy High Ground Spoil
2

Shallow Bottom Excavation (Dyed ina)
Area of excavation: 14'W x 9.16'L =128.24sf
Average depth to be excavated: 1.17'below NWL
Total: 128.24sf a 1.17' =150.04cf _ 27 = S.SScy
S.SScy Shallow Bottom (SB) Dredge Spoil
4) High Ground Grading and Fill
High ground disturbance will be associated with the placement of spoil on site
and the construction of a new bulkhead.
Spoil generated from excavation and dredging activities will be stored on site in a
50'x 50' area, a minimum of 30' landward of NWL. A silt fence will be placed
azound the retention area while drying to prevent siltation of the adjacent canal.
Approximately 294cy of spoil will be placed within the retention area to a height
of approximately 3.2'. Most of the spoil material to be excavated will be dry and
will be placed around the perimeter of the retention area to create a protective
berm.
High Ground Fill from Spoil: 140'z 80' =11,200sf
Once dry the dirt spoil will be graded on site within an area approximately 140'x
80', as noted on the enclosed plans. A slight vaziation of the placement may
occur. A slit fence will be placed between fill areas and the water.
Additional high ground disturbance anticipated with this development will be in
conjunction with the construction of the new bulkhead around the boat basin, and
the side and return walls at the boat ramp. Disturbance anticipated will extend
approximately 20' landwazd of the bulkhead and return walls. All fill and graded
areas are to be vegetated and stabilized immediately.
High Ground Disturbance and Backfill Associated with the Construction of
the Bulkhead: 91'z 20' =1,820sf
High Ground Disturbance and Backfill Associated with the Construction of
the Side Walls and Return Walls at the Boat Ramp: 15.33'z 2 =30.66' a 20'
613sf
B. AI1tICIDated Impacts:
High Ground Excavation: Boat basin =1,OSOsf with 259cy of spoil
Boat ramp = 241.63sf with 14cv of spoil
Total area of Impact =1,291.63sf
Total amt. of spoil = 273cy
3

Shallow Bottom Excavation: Boat basin = 416sf with 15.4cy of spoil
Boat ramp =128.24sf with S.SScy of spoil
Total area of Impact = 544.24sf
Total amt. of spoil = 21cy (rounded up)
High Ground Fill: 11,200sf
High Ground Grading at Basin and Boat Ramp: 2,433sf
4

~errr-~
~~uc~nON»r
Mayor Development Permit
pa.t revts~d ~?J27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
7. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
None
Applicant 1: First Name MI Last Name
Jeffrey L Mathis
ApplipM 2: First Name MI Last Name
tf additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
3705 Greenville NC
ZIP Country Phone No. FAX No.
27835 US 252 - 714 -1809 ext. 252 - 758 - 9210
Street Address (tf different from above) City State Zlp
16 Pond Lane Grimesland NC 27837-
Email
i [e-mail]
I
2. AgenbContracfor Information
Business Name
N/A
AgenU Contractor 1: First Name MI Last Name
AgenU Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1
-
- ext. Phone No. 2
- - ext.
FAX No. Contractor #
Street Address (~f different from above) City State ZIP
Email
<Form continues on back>

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Beaufort 78 Oland Drive
Subdivision Name City State Zip
Ravenwood Belhaven NC 27810 -
Phone No. Lot No.(s) (~f many, attach additional page with List)
- - ext. 5, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Tar-Pamlico Man-made canal off Pungo Creek
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
^Natural ®Manmade ^Unknown Pungo River
e. Is proposed work within aty limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or aty limit the proposed
^Yes ®No work falls within.
N/A
4. Site Description
a. Total length of shoreline on the trail (ft.) b. Size of entire trail (sq.ft.)
437' 49,964sf
c. Size of individual lot(s) d. Approximate elevation of trail above NHW (normal high water) or
same as b., NWL (normal waterleveq
(If many lot sizes, please attach additional page with a list) 3.5' ^NHW or ®NWL
e. Vegetation on trail
Domestic. grasses and trees including, but not limited to, american holly, live olk, weeping willow, fig, cedar, and pine
f. Man-made features and uses now on trail
House, storage building, shed, pumphouse, boathouse, bulkheadand, and riprap
g. Identify and describe the existing land uses adiacent to the proposed project site.
residential
h. How does local government zone the trail? i. Is the proposed project consistent with the applicable zoning?
N/A (Attach zoning compliance certificate, 'rf applicable)
^Yes ®No ^NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the trail? 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>

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 rroastal wetlands on the site? ^Yes ®No
Cii) If yes to either (i) or (ii) above, has a deNneation been conducted? ®Yes ^No
(Attach documentation, if availeb/e)
n. Describe existing wastewater treatment facilities.
Septic
o. Describe existing drinking water supply source.
Public water supply
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commeraal, public, or private use? ^Commercial ^Public/Govemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Private recreational vessels will be moored on site for the private use of family and friends
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.
All excavation will be accomplished by using a backhoe. A wooden bulkhead and dock system will be installed by washing in
pilings and sheathing with a pump.
d. List all development activities you propose.
1) Excavation of a 50'Lx 21' W single slip boat basin with three exterior pilings. Excavation will extend approximately 5'
waterward of the proposed basin to a connecting depth of 5' below NWL. 2) A 100'x 8' dock will be constructed, paralleling
the main canal with a maximum of six over water. 3) Excavation and construction of a boat ramp. 4) Minor repairs to the
existing bulkhead.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resuRing from the proposed project? 14,893 ®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.
surface runoff
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>

Forth DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallntormation
In addition to this completed application torn, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (t) am always applkable to any majordevelopment applkation. Please consult the application
Instruction booklet on how to properly prepare the n3quired items bebw.
a. A projed narrative.
b. An axurate, dated work plat (including plan view and cross-seaional drawings) drawn to scale. Please give the pn3sent status of the
proposed projed. Is any portion already complete? If previously authorized work, dearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is suffiaentty detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application ony) or other instrument under which the applicant claims title to the affeded 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 commerrts on the proposed projed to the Division of Coastal Management.
Name Donald 8 Debra Drost Phone No. 336-921-4463
Address 649 Triple Cove Drive, Wilkesboro, NC 28697
Name James & Rita Hoggard Phone No.
Address 302 South King Street, Windsor, NC 27983
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project trad. Include permit numbers, permittee, and issuing dates.
CAMA Minor Permit Exemption
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projeds 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), 'rf necessary. If the projed 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 1 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 inforrnation related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application ~ truthful to the best of my knowledge.
Date ,,~~ ~'- ?~ ? Print Name
tS
Signature
Please indicate application attachments pertaining to
®DCM MP-2 F~rcavation and Fill Information
^DCM MP-3 Upland Development
®DCM MP-4 Structures Information
red project.
^DCM MP-5 Bridges and Culverts

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 indude all supplemerrtal information.
Describe below the purpose of proposed excavation and/or fiN activities. All values should be given in feet.
Access Other
Channel
NLW Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(
or Breakwater shoreline
NWL stabilization
Length 82' 50' 9.16'
Width 5.OT 21' 14'
Avg. Existing ~

Depth 4 1.66' Ave. 1.1 T NA NA
Final Project '

Depth 5 S' Ave. 2.83' NA NA
7. 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.
21cy
c. (i) Does the area to be excavated include coastal wetlands/marsh d.
(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:
Boat Ramp and Boat Basin
silt and muck
High-ground excavation in cubic yards.
259cy
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 cairn title to disposal area?
®Yes ^No ^NA
(ii) If no, attach a letter granting permission from the owner
50'x 50' retention area w/ a 140'x 80' fill area upon drying
d. (i) Will a disposal area be available for future maintenance?
®Yes ^No ^NA
(ii) If yes, where?
Same location
e. (i) Does the disposal area incude any coastalwetlands/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
(iq Describe the purpose of disposal in these areas:
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
(If development is a wood groin, use MP-4 -Structures)
a. Type of shoreline stabilization:
®Bulkhead ^Riprap ^Breakwater/Sill ®Other:
o. Average distance watervvard of NHW or NWL: 0'
e. Type of stabilization material:
Wood
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL: 0'
f. (i) Has there been shoreline erosion during preceding 12
months?
^Yes ®No ^NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 0 Riprap dry dredge spoil
BreakwatedSill Other
i. Source of fill material.
N/A
4. OTHER F1LL 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 None
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (V11L)? If any boxes are checked, provide the
number of square feet affected.
^C1N ^SAV ^SB
^WL None
(ii) Describe the purpose of the fill in these areas:
Dredge spoil will be placed on high ground and graded on site
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? badchoe, or hydraulic dredge)?
Silt fence and revegetation upon completion Badchoe
c. (i) Will navigational aids be required as a resuR of the project? d. {i) Will wetlands be crossed in transporting equipment to project
^Yes ®No ^NA site? ^Yes ®No ^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
environmental impacts.
Date Applicant ame
Appli nt net
Project Name

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 inGude all supplemental information.
7. DOCKING FACIUTY/MAR/NA CHARACTERISTICS
^This section not applicable
a. (i) Is the docking facitity/marina:
^Commeroisl ^PublicJGovemment ®Private/Community
c, (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 100'
(iv) Width 8'
(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 era calculated from dripline dimensions.
g. (i) Number of slips proposed
3 total
(ii) Number of slips existing
2.
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: 30' to 40'
m. (i) Will the facility have tie pilings?
®Yes ^No
(ii) If yes number of tie pilings?
3 free standing at boat basin and 7 to ten at dock
b. (i) Will the facility be open to the general public?
^Yes ^No
d. (i) Are Finger Piers incuded? 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 (',vet slips") only, number of slips: 3
^ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
^ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mix
I. (i) Will the facil~~'tyy be open to the general public?
^Yes ®No

2. DOCKING FACILJTY/MAR/NA OPERATIONS p 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: Residence on site with existing facilities
^ Showers
^ Boatholding tank pumpout; Give type and location: None
b. Describe treatment type and disposal location for all sanitary wastewater.
Septic for residence and vessel will be taken pumpout facility as needed
c. Describe the disposal of solid waste, fish offal and trash.
off site removal to an approved landfill
d. How will overboard discharge of sewage from boats be controlled?
Owner will monitor. No on site discharge will be permitted
e. (i) Give the location and number of "No Sewage Discharge' signs proposed.
N/A Private residential use
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A Private residential use
f. Describe the spedal design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
None to be conducted on site
g. Where will residue from vessel maintenance be disposed of?
None to be conducted on site
h• Give the number of channel markers and "No Wake" signs proposed. None
i. Give the location offuel-handling faclities, and describe the safety measures planned to protect area water quality.
None
j. What will be the marina policy on overnight and live-aboard dodcage7
N/A Private residential use only
k. Describe design measures that promote boat basin flushing?
Basin to be dredge to a connecting depth in the adjacent canals
I. If this project is an expansion of an existing marina, what types of services are currently provided?
N/A Private residential use only
m. Is the marina/dodcing faality proposed within a primary or secondary nursery area?
^Yes ®No

n. Is the marina/docking faclity proposed within or adjacent to any shellfish harvesting area?
^Yes ®No
o. Is the marina/dodking facility proposed within or adjacent to coastal wetiands/marsh (CU1Q, submerged aquatic vegetation (SAV), shell bottom
{St3), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
^CW ^SAV ^SB
^WL ®None
p. Is the proposed marina/dodcing 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):
^Commercal ^PublicJGovemment ^Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, efc. !f a rock gran, 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 notapplicab/e
a, is the struaure~sy.
^Commercal ^PublicJGovemment ®Private/Community
c• Distance to be placed beyond shoreline 21' along side of slip
and in line with the old bulkhead alignment
Note: This should be measured from marsh edge, if present.
e. Arc of the swing WA
7. GENERAL
b• Number 3
d. Description of buoy (color, inscription, size, anchor, etc.)
WA

a. Proximity of structure(s) to adjacent riparian property lines
15' to the Drost property to the NE and over 200' to the
1io99ard property
Note: For buoy or mooring piling, use erc of swing induding length
of vessel.
c. Width of water body
73' to 75' along main canal and 38' at side canal
b. Proximity of structure(s) to adjacent docking facilities.
over 50'
d. Water depth at watennrard end of structure at NLW or NWL
5' below NWL
e. (i) WII navigational aids be required as a result of the project?
pYes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER ^This section not applicable
a. Give complete description:
//- 9 -c~ ?
Date
Project N e ~~ ~
Cpl' nt a /~~,/
2~'i~k ~ /~AZ~L,J.s
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NORTH CAROLINA MARTIN COUNTY
Cec.l O. Smdh and Fred W. Smr:h,x
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' Door, ~ 3a' 12500" =r•3k lY5,00' or~yrc !;c^.00' t
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24,3°75y, ti. I 23, 955 sR. ft' { 23, 593 sq ft 1 2d, 781 sp.ft. N!
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t Aubrey Wayne Grbbs,eertdy that WidK my 6rrectAn
and wpervrsanthK map w¢f drawn trom an octuol
t.eld qnd wrvey; thatthc error of closure as calculates
by lat.tudes aM departures 6 xro.000;th¢t Ws moo
was prepares m accordance wdh G. S.47-30 as ¢mended.
W.incss my hand ¢nd seoi the IS lh. d¢y at June,±977.
Srgnes _-= --
N C L.censetl Surveyor No L-1252
Subscrr6ed ¢nd sworn to belorc me thrs i5th.doy o!
June 1977
Notary Publrc_- --
My commas.on rzRrrei 2.7-1981
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C<c r1 O Smrtn ona Free W. Smrth Jr 4
N otr rron p.pe at alt corners - SECTION 5
aii areas by tl.m-d
RAVENW000_NARBOR ESTATES
Property o/
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~ DAY OF _ -
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---~ CECIL O. SM11TN ana FRED W. 5Ml H. Jr.
Ponteyo Townsh.D- Beaufort County, N.C.
_
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AND is are 1- r 50'
PLAT CABINET _. ~ SLIDE/ _P Sbneyea 5-21-•977
)flkk I. MORCAN. PEGISIFR DF OEEOS
BEAUFORT ~.. WASNIN6TON, ti. C o. 5O• 100' Iso'
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