20080841 Ver 1_CAMA Application_20080519

08 0 8 4 1
,A? (vA
NCDENR &0 3a
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
May 9, 2008
MEMORANDUM:
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Doug Huggett
Major Permits Processing Coordinator
M0 f 9 )008
1?tPVs. WAl ER 00At! Y
Y C L A N NDS AND SrORMvVP-rs_ R l?R.Ai! ! d
CAMA/DREDGE & FILL Permit Application Review
Richard Greene
101 Pine View Drive in the Sea Vista Subdivision, Oriental, Pamlico County
The applicant is proposing to construct an upland basin with one boatlift and
vinyl bulkhead on an existing man-made canal leading to Whittaker Creek.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
5/30/2008. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED IDATF
400 Commerce Avenue, ooreneaifty,?rolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity\ Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
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'14300 1601 436100093 1525 6253) (243C0 1802 435100055 2341)
1. Private, non-com merd
development that does not $250 100%($250) 0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not $400 100%($400) 0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
111. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B. C, or D below applies:
III(A). For Private non-
commercial development, if $250 100%($250) 0% ($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(B). For public or
commercial development, if $400 100%($400) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can. be applied:
III(C). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3301 (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: -
II1(D). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Richard Greene
2. LOCATION OF PROJECT SITE: 101 Pine View Drive in the Sea Vista subdivision in Oriental,
adjacent to Whittaker Creek, in Pamlico County.
Photo Index - 2006: 79-8247 grids T-14; 2000: 79-846 grids E-12.
State Plane Coordinates - X: 476041.026 Y: 2691349.773 Rover # M032715A
Longitude: 35 02 09.271 Latitude: -76 4124.603
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - late 2007 & 3/27/08
Was Applicant Present - Yes & No
Photos Taken - Yes
5. PROCESSING PROCEDURE: Application Received - 4/25/08
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Oriental
Land Classification From LUP - Residential/Conservation
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Town of Oriental
Planned - N/A
(F) Type of Structures: Existing - Single-family residence, dilapidated bulkhead and side-to dock
Planned - Upland basin with one boatlift and shoreline stabilization
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) High Ground 1,200 sf 21,780 sf
(B) Section 404 Wetlands
(C) Open Water 1,200 sf incorp
(D) Total Area Disturbed: 22,980 sf
(E) Primary Nursery Area: Yes
(F) Water Classification: SA; HQW, NSW Open: Yes
8. PROJECT SUMMARY: The applicant wishes to construct an upland basin with one boatlift and vinyl
bulkhead on an existing man-made canal leading to Whittaker Creek and is a applying for a permit to do
so.
Field Investigation Report:
Greene Project
Page 02
---------------------------
9. Narrative Description:
The property is located off of Sea Vista Drive at 101 Pine View Drive in Oriental on a canal
leading into Whittaker Creek in Pamlico County. The 0.5-acre parcel currently has a single-
family dwelling, a dilapidated bulkhead and side-to dock. The adjacent riparian properties
consist of similar single-family residences with similar docking facilities. This residential area
receives the Town of Oriental water and sewer services.
The elevation of the parcel is +4' above normal water level. There is approximately 54' of
shoreline on this tract. Vegetation on the tract mainly consists of upland grasses. There are no
wetlands present. Immediate offshore water depths range from -2.0' to -6.5' nwl. The sub
aqueous substrate is soft muck without shell. There is no SAV present. This property is
located at the terminus of a canal off of Whittaker Creek. This canal is approximately 60'
across at this location.
This man-made canal, which is predominantly stabilized with bulkhead, connects to Whittaker
Creek. Whittaker Creek is classified as Primary Nursery Area and is open to shell fishing, but
with no visible evidence of a significant resource. The high quality, nutrient sensitive waters
of Whittaker Creek carry a classification of SA waters. The Town of Oriental categorizes this
area as Residential, with CAMA AEC's classified as Conservation.
10. Proposed Development:
The applicant wishes to construct a 40' by 30' upland basin with two slips, one of which will
have a new boatlift, and 130' of vinyl bulkhead around the basin and along this canal leading
to Whittaker Creek.
The basin will be carved out of the high ground and the entire shoreline will then be stabilized
with bulkhead along the canal front. The bulkhead will be behind the identifiable erosion
escarpment and entirely above the existing normal water level. The bulkhead will be 130'
long and 1.5' wide. This high ground excavation will result in the removal of approximately
450 cubic yards of material. The basin will slope from -4.5' nwl towards -6.0' to the
connecting canal waters in order to promote flushing.
The spoil is to be disposed of on high ground at 1446 Silverbrook Road in Oriental, Pamlico
County. This spoil location is owned by the applicant. This spoil site is a 0.5-acre tract and
the material is to be spread over the property to create a uniform elevation.
The 13' by 13' boatlift will accommodate a 25' open runabout recreational vessel. The
existing dilapidated side-to dock will be removed as a result of this project and the basin with
the two slips will be no closer than 12' to the adjacent property lines. Water depths in the
slips will range from -4.5' to -6.0' nwl.
11. Anticipated Impacts:
This project will not pose a hazard to navigation. This project will excavate 1.200 sf of high
ground, fill within 21,780 sf of high around, and the basin will then usurp 1,200 sf of open
water. The closest adjacent docking facility is about 40' away from the proposed boatlift.
This canal is within a Primarv Nursery Area and is open to shellfish harvest. There are no
wetlands or SAV at this site. This new basin will impose a new DWQ riparian buffer on both
neighboring properties.
Brad Connell April 28, 2008 Morehead City
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
MEMORANDUM
DATE: May 7, 2008
TO: Doug Huggett
THRU: Tere Barrett
FROM: Brad Connell
SUBJECT: Comments and Recommendations - CAMA Major Permit - Richard
Greene, Pamlico County
The following is my assessment and consequent recommendations of the above
referenced proposal: The project, as proposed, will not pose a threat to navigation.
This proposal is not in conflict with the current usage of this man-made canal of
Whittaker Creek. There is no submerged aquatic vegetation or wetlands present on
site. This area is open to shellfish harvest, but with no visible evidence of a significant
resource. However, this proposed boat basin is located within a PNA and therefore,
recommend that the project be denied based on 15A NCAC 07H .0208(b)(1).
CC: Tere Barrett, DCM
Ted Tyndall, DCM
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
gem M!-1
APPLICATION for 0 8 0 8 4 1
Major Development Permit, 3 ?.
(last revised 121127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
N/A Pineview Dr.
Applicant 1: First Name MI Last Name
Richard M Greene '
Applicant 2: F Name MI Last Name moo ' +,
n/a '
.. ,
If additional aPPlir itsP
, lease b ;ch an additionalPa9e(s) with names listed.
*° ` eta t

Mailing Address PO Box city
Sta.z
3101 Janiero R Arapahoe NC -??
ZIP Ca Y Phone No. FAX No.
28510 U? 252 - 514 - 5025 ext. - -
Street Address (if Ferent from ve) City State ZIP
n/a -
Email
n/a
2. Agent(CQ -tractor h ormation
Business Name
Prescott Brothers larine Cor, ruction
Agent/ Contractor 1 irst Name MI Last Name
Brandi Prescott Robertson
Agent/ Contractor 2 ;=irst Name MI Last Name
Bobby Prescott
Mailing Address PO Box City State
874 Oriental NC
ZIP Phone No. 1 Phone No. 2
28571 252 - 249 - 0149 ext. 252 -617 - 9797 ext.
FAX No. Contractor #
252 249 0384 NCGC (S): 64755
Street Address (if different from above) City State ZIP
Email
[e-mail]; [e-mail]
•
<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. #
Pamlico 101 Pineview Dr. n/a
Subdivision Name City State Zip
Sea Vista Oriental NC 28571 -
Phone No. Lot No.(s) (if many, attach additional page with list)
n/a - - ext. 48,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed p o0 ) ?
Neuse River Canal leading to Whittaker Creek,
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water bodX,?p the proposed pr''algct sites
?Natural ®Manmade ?Unknown Whittaker Creek

e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdictiorfb pity limit the_proposed
"
®Yes ?No work falls within. 'r{j•
, a
Oriental

4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) K.?.
Approximately 54' 23,370 sq.ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
.5 acre, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 4' ?NHW or ®NWL
e. Vegetation on tract
Grass
f. Man-made features and uses now on tract
The property lies on a manmade canal and includes a Single Family Dwelling, a failing seawall and dock.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential homes and docking facilities for recreational watercraft.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-1, Residential (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 DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ?Yes ®No
(ii) Are there coastal wetlands on the site? ?Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
/
Southeast Sewer

o. Describe existing drinking water supply source. 4,.
Oriental Town Water b
p. Describe existing storm water management or treatment systems.
A Stormwater drainage pipe from the street leading to the canal

5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?PubliclGoveft ment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Basin will act as storage area for reacreational watercraft.
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.
An excavator will be used to remove earth. The spoil material will be loded into dumptrucks and relocated to another site. A
vinyl seawall will be installed to stablized the shoreline. The sewall will be constructed of vinyl interlocaking sheets. The
sheets will be installed using a vibrating head on an excavator arm.
d. List all development activities you propose.
Dig a basin approximately 30'x40'x5'
Install a vinyl seawall to stablize shoreline
e. Are the proposed activities 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? 1200 ®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. escribe location and type of existing and proposed discharges to waters of the state.
D
I NW
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.

<Fonn continues on back>
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
TIP
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submittedtln r fp ?ti !
package to be complete. Items (a) - (t) are always applicable to any major development application. Please co ` ?t a application
instruction booklet on how to properly prepare the required items below. _
a. A project narrative. v J
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of Qie
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps,V4ts, flrayirws I
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 Nick Santoro Phone No. 252-249-0823
Address 36 Old Lupton Rd., Merritt, NC 28556
Name Art Whalen Phone No.
Address 5267 Leestone Ct., Springfield, VA 22151 -rVJ ° I50
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.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land 1
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 / 1 pit 00 qi Print Name ` waylC l ( Y - , 0(r c
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
qV,Y^

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.a ; ..
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
(NLW or stabilization
NWL) 1
Length 40' >>-
Width 30' x`
Avg. Existing 6.5' NA NA
Depth
inal Project
T Sloping from NA NA
epth
F -4.5'-6'
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. Clay
bi
d
150
c yar
s
cu
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), 250 cubic yards
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:

2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. D. Dimensions of disposal area.
1446 Silverbrook Rd., Oriental, NC. .5 Acre
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA ?Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of disposal in these areas:
Material will be used to grade property and eliminate dips in
property.
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:
c. Average distance waterward of NHW or NWL: 0
e. Type of stabilization material:
ESP insterlocking vinyl sheets
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill n/a Riprap
Breakwater/Sill Other
i. Source of fill material.
From Excavation on property
b. Length: 130 Linear Feet of Seawall
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 soorse of erosion amount,
information.
h. Type of fill material.
Soil jJ r
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? []Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area ?CW ?SAV ?SB
(iv) Purpose of fill ?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)?
excavator, dump truck, backhoe.
C. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
[]Yes ONo [INA 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.
11ol 0' ? e?+so
Date Appli ant Name
a'oae) (;) ?
f? c°cf
Applicant Signature
Project Name

Form DCM MP-r4
STRUCTURES
(Construction within Public Trust Areas)

Attach this form to Joint Application for LAMA Major Permit. Form DCM MP-1 _ Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a_ (i) is the docking facility/marina b.
[]commercial ?PubliciGovernment ®PrivatelCommunky
c. (i) Dock(s) and/or pier(s)
(ii) Number 0
(iii) Length n1a
(iv) Width nla
(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 Mplfrte dimensions.
g. (i) Number of steps proposed
2
01) Number of slips existing
1
i. Check the proposed type of siting:
? Land W and access channel
?opatn water, drafting for basin and/or channel
[]Open water, no dredging required
[]Other, please describe:
k. Typical boat length: 25'
[]This section not applicable
(i) Will the facility be open to the general public?
?Yes ONO
d. (i) Are Finger Piers Included? ?Yes ONO
If yes:
(A) Number
(111) Length
(iv) Width
(v) Floatng ?Yes ?No
f. @ Are Saattifts included? ®Yaa ?No
If yes:
(ii) Number 1
(iii) Length J%
(iv) Width 9„x
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
d Dockage, reel, and marina supplies
® Dockage (tirret sfipsl only, number of slips: 1
? Dty storage; number of boats:
[] Boat ramp(s); number of boat ramps:
Other, please describe:
1 Boatlift StoEaae
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types)-
recreational runabouts
1. (1) WIN"facility be open to the general public?
?Yes NNo
m, (i) Will the facility have tie pilings?
?Yes ONO
(ii) If yes number oftie pilings?

2.. DOC. KING FAGILITY/MARINA OPERATIONS 0M.
section notappilcel*
a. Check each of the following sanitary facilities that will be included In the proposed project.
? Office Toilets _
? Toilets for patrons; Number. ; Location: n/aj
? Showers #
? Boatholding tank pumpout; Give type and location: nia
b. Describe treatment type and disposal location for al sanitary wastewater,
n/a
c. Describe the disposal of solid waste, fish offal and trash.
nia
d. Mow will overboard discharge of sewage from boats be controlled?
nja

e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
a
(0) Give the location and number of Tumpout Available" signs proposed.
0
f, Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
We
g. Where will residue from vessel maintenance be disposed or
No maintenance will be performed on site.
h. Give the number of channel markers and "No Wake" signs proposed. Q
i. Give the location of fuel-handling Wilitim, and describe the safety measures planned to protect area water quality
Q
j. What will be the marina policy on ovemight and live-aboard dockage?
n/a
k. Describe design measures that promote boat basin flushing?
Slope of the basin to the exiswting canal promotes circulation.
L If this project I8 an expansion of an wdating marinQ, what types of services are curftrdly provided?
nia
m, Is the matinaldoaking facility proposed within a primary or secondary nursery area?
byes ?No
All F
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ONo
o. is the marinafdocking facility proposed vAthin or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SW, shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
[]Cvv OSAV ?SB
[AWL [@None
p. Is the proposed n' arinaldocking facility located within or within close proximity to any shellfish leases? ?Yes ®No
Myes, give the name and address of the leaseholder(s), and give the proximity to the lease.
I BOA TiHOUSE (including covered lifts) ® This sedbn not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?PubliclGovernment ?Pd ate/Cornmunity
(ii) Number
(iil) Length
(iv) Width
Note: Roofed areas are ceAwkded from d Vine dirtM&bns.
4: GiRQIN (04, wood, shee4D&, ete. if a nxk groin, use.MP-2, ExceVatkm and Fill) 21 TNS SGC#Dn rrttf V#k am
a_ (Q Number
C4 Length
(iii) Width
5 aREAKWATER (6. g., vgond, s'heatpile, etc) ®7-Ms "cVon not eipyCttl vilk
a. uvKp b, Average distanoe from NHW, MM„ orwedands
C. AMatmurn distance beyond NO W. NWL or finds
5. MOORING RUNGS and BUOYS Whys sscwn roi aotpkcable
a. Is 0* structuro(s):
Ocommercial ?PubticlGovernment plsrivawcomrtunittr
o. Distance to be placed beyond shoreline
M* 7ft 9drMW be mess W km marsh eatge, d is ww*
e_ Arc of the tiAAdng
b- MW*M -
d. Descxipbion of brtoy (tavbc inscriplian. size, anchor, etc.)
T' GENERAL
Form ("! ?6 Cd'r' "
a. Proximity of structure(s) to adjacent riparian property lines
10 to the Northern Property owned by Mr. Santoro and 12'
to the Southem Property owned by Mr_ Whalen.
Note: For buoy of rrmoorirv piling, use are of swiog including length
of vessel.
c. Width of water body
AragroAmataly 55'
e. (i) Will navigational aids be required as a result of the project?
?Yes ONo C]NA
(ID If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent uowng moilities.
Approximately 25'
d. Water depth waterovard ptnrd6ure;i?,W`or f
jfi
8.07`HER 0 hlg SOC600 Tf appljcaug
a. Give complete description:
Applicant $ignalure
February 21, 2008 - ,r
Project Narrative:
Greene Project
101 Pineview Dr.
Oriental, NC
Pamlico County
Prescott Brothers Marine Construction has been contracted by Mr. Richard Greene to
construct a basin and install a vinyl seawall on the property located at 101 Pineview Dr.,
Oriental, Pamlico Co. The basin will be used to store recreational watercraft.
The project will consist of the following components:
Demolition
A failing seawall and dilapidated dock will be removed from the property to make was
for the construction of the basin and installation of a shoreline stabilizing bulkhead.
Excavation
A basin will be constructed by removing approximately 400 cubic yards of earth from the
determined area along the shoreline. The dimension of the basin will be 40'x30'x10'.
The shoreline is approximately 4' +/- above sea level. The manmade canal is -6.5' +/-
deep. The basin will be dug at -4.5' landward and will slope to -6.5' toward the canal.
The area will be dug out using an excavator. Spoil material will be relocated to 1446
Silverbrook Rd., Oriental. Mr. Greene is the owner of both properties.
Bulkhead Construction
A vinyl bulkhead consisting of interlocking 3.5 ESP sheets, 10' in length will be driven
into the earth using a vibratory method. The vibrator head is attached to the excavator.
The vinyl bulkhead will be attached to deadmen (8' pilings to be buried approximately 6
ft. landward from the bulkhead). A galvanized tie back rod will be attached using bolts.
A whaler will also be installed to provide additional strength to the wall. The Bulkhead
will finished by a 2x10 pressure treated lumber.
Culvert Modification
An existing 24" Storm Drainage Pipe will be uncovered during the construction of the
basin. The pipe will be altered by shortening the length. The end of the pipe currently
resides at the end of the bulkhead. The pipe will be shortened to reflect the position of
the new shoreline. This alteration has been approved by the Town Manager of Oriental.
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