20090300 Ver 2_CAMA Application_20100527

Beverly Eaves Perdue
Governor
May 25, 2010
A?l'r C) q-03oo
:.
NDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson
Director
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Location:
Proposed Project:
Cyndi Karoly
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Whittaker Creek Yacht Club Owners Association
U 01
Dee Freeman
Secretary
??uf V?
1.1AY U .` 2010
DENR • WATER CHALITY
WETLANDS AND STDRMANATER BRANCH
The project site is located at 415 Whittaker Point Road, Oriental, Pamlico
County.
The applicant is proposing to rebuild the docks that support an existing 82 slip
marina.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
06/15/2010. 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 DATE
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone]\ FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity', Ati?rmative Action Employer
One
NorthGarohna
Natmally
Major Permit Fee Schedule
Circle One
Development Type a DCM % DWQ %
1. Private, non-commercial $250 100%($250) 0%($0)
development that does not
involve the filling or
excavation of any wetlands
or open water areas
II. Public or commercial $400 100% ($400) 0%($0)
development that does not
involve the filling or
excavation of any wetlands
oro' en water areas
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- $250 100% ($250) 0%($0)
commercial development,
if General Water Quality
Certification No. 3490 (See
attached can be a° lied
III(b). Public or $400 100%($400) 0%($0)
commercial development,
if General Water Quality
Certification No. 3490 (See
attached can be applied
III(c). If General Water $400 60%,($240) 40% ($160)
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
lll(d). If General Water $400 60%($240) 40%($160)
Quality Certification No.
3490 (See attached)
cannot be applied
IV: ,Development that

' $475 60%($285) 40%($190)
.
involves,
the filling and/or
excavation of more than
one acre of wetlands
and/or o enwater areas
Check # S1 16 0"
Amount $ t? ~?®? R
Project Name: whd4rjA?, A (1 0-1 L
qcv,k+ Club
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Whittaker Creek Yacht Owners Association
2. LOCATION OF PROJECT SITE: The project is located at 415 Whittaker Point Road at the
Whittaker Creek Yacht Harbor Marina in Oriental, Pamlico County.
Photo Index - 2006: 78-7943, grids G-6, H-6, H-7, H-8, I-7, G-8; 2000: 78-858, grids R-18,
Q-18, P-19, R-19, Q-19.
State Plane Coordinates - X: 475176.88 Y: 2693422.59 Rover #: L032513A
Longitude: 35 02 00.24 Latitude: 76 40 59.99
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - several including 3/25/10
Was Applicant Present - Yes, No
Pictures Taken -- Yes
5. PROCESSING PROCEDURE: Application Received -cc: 5111/10
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pamlico County
Land Classification From LUP - Commercial/Conservation
(B) AEC(s) Involved: CW, PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing - Town of Oriental
Planned - None
(F) Type of Development: Existing - Full-service marina
Planned - Reconstruction of existing marina docks
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7.
HABITAT DESCRIPTION:
DREDGED FILLED SHADED
(A) Coastal Wetlands 90 ft2
(B) Open Water 194,200 ft2 incorp
(D) Total Area Disturbed: 194,290 ft2
(E) Primary Nursery Area: Yes
(F) Water Classification: SA; HQW, NSW Open: No
8
PROJECT SUMMARY: The applicant is proposing to rebuild the docks that support an existing
82-slip marina.
Field Investigation Report:
Whittaker Creek Yacht Owners Association
Page 2 of 3
9. Narrative Description:
The property is located in Oriental at 415 Whittaker Point Road, Pamlico County. The parcel is a
0.5-acre tract adjacent to Whittaker Creek. This site is currently developed with a commercial
marina known as Whittaker Creek Yacht Harbor. The adjacent and nearby properties are
residential and similar marina operations. Whittaker Creek Yacht Harbor is under dual ownership,
having multiple riparian property areas.
The average elevation of the high ground of the parcel is +6' above normal water level.
Vegetation on this particular tract mainly consists of lawn grasses, but also includes Coastal
Wetlands along the shoreline. This tract has approximately 900' of shoreline along Whittaker
Creek. Immediate offshore water depths adjacent to the tract along Whittaker Creek range from
about -1.8' to -6.4' nwl. The subaqueous substrate is firm without shell.
This parcel is situated on a point of land as a peninsula. The waterbody is about 500 feet across at
this location on one side, and approximately 296' across on the other side. These waters are
classified as a Primary Nursery Area and there is no submerged aquatic vegetation present. This
area is closed to shellfish harvest and is classified as SA, High Quality Waters. There is not a
Federal Channel in the immediate vicinity of the project area.
10. Proposed Development:
The applicant wishes to reconstruct the existing docks at the community marina adjacent to
Whittaker Creek. The existing wooden docks will be replaced and include concrete decking. The
marina is located on a parcel at the end of Whittaker Point Road. The majority of the high ground
is under the separate ownership of a full service marina. The applicant has two easements along
the shoreline adjacent to their two docking facilities.
The marina will have 82 slips. They will be supported by two main docking facilities, a west dock
and an east dock. These slips can support vessels up to 60' long. These boat slips will be in an
average -4.0' nwl depth.
The east dock is the larger facility. It will support 59 formalized boat slips. The proposed access
pier will be 9' wide and 61' long. At the terminus of the pier, there will be another pier access,
parallel to the shoreline, 800' long and 9' wide. There will be 28 finger piers extending from the
platform. These finger piers will be 4' wide and will vary from 6' to 50' in length.
The west dock will support the remaining 23 formalized boat slips. The access pier will be 9' wide
and 63' long. It will connect to a pier running parallel to the shoreline, which will be 424' long
and 9' wide. There will be 13 finger piers 4' wide extending from the platform varying in lengths
from 12' up to 50'. There will be a total of 333 tie pilings associated with both of the marina's
docks.
Brad Connell May 24, 2010 Morehead City
Field Investigation Report:
Whittaker Creek Yacht Owners Association
Page 3 of 3
---------------------------
11. Anticipated Impacts:
The marina docks will encroach into adjacent riparian properties. The marina will shade 90 square
feet of Coastal Wetlands. The east dock will extend 128' waterward into a 500' wide tributary.
The west dock will extend 103' into a 296' wide tributary. The waters of Whittaker Creek are
classified as SA Waters and are designated as a Primary Nursery Area. Water depths in the slips
average -5.5' nwl. These waters are closed to the harvest of shellfish and there are no beds of
submerged aquatic vegetation present.
Brad Connell May 24, 2010 Morehead City
ALT4izu`KfwAwA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
MEMORANDUM
DATE: May 24, 2010
TO: Doug Huggett
THRU: Ted Tyndall ILK
FROM: Brad Connell V"
SUBJECT: Comments and Recommendations - CAMA Major Permit - Whittaker Creek Yacht
Owners Association, Pamlico County
The following is my assessment and consequent recommendations of the above referenced
proposal: This proposal involves the shading of 90 ft2 of Coastal Wetlands and usurps 194,200
ft2 of Public Trust Waters. The waters of Whittaker Creek are closed to shellfish harvest. This
waterbody is a Primary Nursery Area. This proposal will not pose a hazard to navigation. The
west dock extends beyond % of the width of the waterbody, but will not exceed the established
pier head line nor 1/3 of the waterbody width.
This marina was built prior to the effective dates of the CRC rules. These structures will
encroach into adjacent riparian property corridors and is inconsistent with current CRC rules,
thus making it "non-conforming development." Non-conforming development is addressed
under 15A NCAC 07J .0211. The marina will serve the same use. The structures will not be
significantly enlarged beyond the existing dimensions, and it appears that there are no practical
alternatives for replacing the structures to provide the same or similar benefits in compliance
with current rules.
CC: 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
9CM MP-1
pq- 03 DD v @P
APPLICHION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information v
Business Name Project Name (if applicable) J I
Whittaker Creek Yacht Club C UA 9 E',u? L,D
Applicant 1: First Name MI Last Name
John Vinci
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
2113 Oakton Dr. Raleig h NC
ZIP Country Phone No. FAX No.
27606 us 919 - 810 - 2026 ext. - -
Street Address (if different from above) City State ZIP
415 Whittaker Point Rd. Oriental NC 28571-
Email
[e-mail]
2. Agent/Contractor Information
Business Name
B. Prescott Marine Construction
Agent/ Contractor 1: First Name MI Last Name
Brandi P Robertson
Agent/ Contractor 2: First 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 - 014 9 ext. 252 - 617 - 9797 ext.
FAX No. Contractor #
252 249 0384 NC 67655
Street Address (if different from above) City State ZIP
22512 Hwy 55 East Oriental NC 28571-
Email
brand [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 415 Whittaker Point Rd. n/a
Subdivision Name City State Zip
Whittaker Creek Yacht Harbor Oriental NC 28571'
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
Neuse River Whittaker 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 Neuse 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.
Oriental
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
Approximately 1525', Easement approximately 900' 5.65 acres, 169,500 sq ft, Easement approximately 1/8
acre
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
n/a, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 6' ?NHW or ®NWL
e. Vegetation on tract
Grass, Marsh Grass, various indeginous trees.
f. Man-made features and uses now on tract
The site is currently used as a full service marina. The site includes docking facilities, clubhouse, fuel dock, pool and pool
house. The project will only include the re-construction of existing docking facilities.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Adjacent properties are used as residential homes.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
n/a (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 u
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
The marina is serviced by the Town of Oriental sewer system.
o. Describe existing drinking water supply source.
Town of Oriental
p. Describe existing storm water management or treatment systems.
Town of Oriental
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.
The rebuilt docks will continue to act as wet slip storage for sailboats and large motor boats. The dock at this time is
deteriorating and in some areas is unsafe for pedestrains.
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.
The existing wooden dock and existing pilings will be removed using excavaters on barges. Dump trucks will be used to
remove the debris created by the demolition of the existing dock. New pilings will be installed using an excavator with a
vibrating head located on a barge. Wooden supports will be added and concrete decking will be installed.
d. List all development activities you propose.
Demolition of existing wooden dock and the re-construction of a concrete dock staying within the existing footprint.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both - Rebuild of existing docking
facility.
f. What is the approximate total disturbed land area resulting from the proposed project? n/a ?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.
n/a
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ?NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order fo 'thee a?pli Z W
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 Knute Byshiem Phone No. 252-249-0666
Address PO Box 357, Oriental, NC 28571
Name Stanley & Linda Kapica Phone No. 609-494-1948
Address 15 East 501h St., Brant Beach, NJ 08008
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.
There have been several General CAMA Permits issued over
the years.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date ?? ?/ C» d Print Namee?ray-_( ? R0. 6C ?-ISC O
Signature ??C2
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-4
STRUCTURES
(Construction within Public Trust Areas)

Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
?Commercial ?Public/Government ®Private/Community
?This section not applicable
b. (i) Will the facility be open to the general public?
?Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number 2
(iii) Length East = 61'. West = 63'
(iv) Width 9'
(v) Floating ?Yes ®No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 2
(iii) Length East = 880'& West = 450'
(iv) Width 9'
(v) Floating ?Yes ONo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
East = 59 West = 23 Total = 82
(ii) Number of slips existing
82
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: 35'
M. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
333
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ?No
39
see attachment
see attachment
?Yes ®No
f. (i) Are Boatlifts included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 82
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Sailboats. Large Motor Boats
I. (i) Will the facility be open to the general public?
?Yes NNo
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: ; Location: n/a
? Showers
? Boatholding tank pumpout; Give type and location: n/a
b. Describe treatment type and disposal location for all sanitary wastewater.
Town of Oriental Sewer System
c. Describe the disposal of solid waste, fish offal and trash.
All trash and waste of anykind will be removed from site and disposed of at an alternative site. Dumpsters are provided nearby
on Whittaker Creek Yacht Harbor's property.
d. How will overboard discharge of sewage from boats be controlled?
Tank Lock down approached will be utilized. A pumpout station is located at the Whittaker Creek Yacht Harbor.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
0
(ii) Give the location and number of "Pumpout Available" signs proposed.
0
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?
n/a
h. Give the number of channel markers and "No Wake" signs proposed. 0
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
n/a
j. What will be the marina policy on overnight and live-aboard dockage?
Overnight and live aboard dockage are allowable.
k. Describe design measures that promote boat basin flushing?
The slope of the slips to the existing chanel promotes circulation. Also during the construction of the new docking facility the
number of pilings will be decreased dramatically.
1. If this project is an expansion of an existing marina, what types of services are currently provided?
n/a
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? 11,
?Yes NNo
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 Approximately 15.600 sq ft ?SAV ?SB
?WL ?None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ONo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
n/a
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 I
a• (i) Number
(ii) Length
(iii) Width
15. BREAKWATER (e.g., wood, sheetpile, etc.) ED 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. Are of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
7. GENERAL
Proximity of structure(s) to adjacent riparian property lines
The East dock extends past the riaprian lines on the North
end by approximately 100' and approximately 65' on the
Southern end. The West dock extends past the riparian
lines on the Northern end by approximately 5' and
approximately 35' on the South end. Please note these
measurements do NOT include the 15' setback.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Whittaker Creek : Approximately 186 vrds
Whittaker Creek West: Approximately 140 vrds
b. Proximity of structure(s) to adjacent docking facilities.
East Dock: 20 yrds from Adj. Property Owners Kapica
Dock, 26 yrds from North Dock of Marina and 23 yrds from
Marina's Fuel Dock. West Dock: 27 yrds from Marina's
Fuel Dock and 26 yrds from Adjacent Property Owners
Palling Dock.
. r;
d. Water depth at waterward end of structure at NLW or NWL
6'
e. (i) Will navigational aids be required as a result of the project?
?Yes ONo ?NA
(ii) If yes, explain what type and how they will be implemented.
t . '. illy,
8. OTHER 0This section not applicable
a. Give complete description:
4120J-2010
Date dackf 0
Project Name
Applicant Name
Applicant Signature
f 1 ?'s vC ? G? ? c? 1.1
Project Narrative:
Whittaker Creek Yacht Owners Association Rebuild
414 Whittaker Point Rd.
Oriental, NC 28571
Pamlico County
A .f?i 3f
B. Prescott Marine Construction, LLC has been contacted by Mr. John Vinci, member of
the Whittaker Creek Yacht Owner's Association, to obtain the Major CAMA Permit
required to rebuild the docking facility owned by the association. The docking facility in
question is within the Whittaker Creek Yacht Harbor owned by Mr. Knute Byshiem. The
marina and its docking facilities have been in place for over 45 years. The association
was formed in 1989.
Current Conditions
The current dock is a "patch" work of wooden sections that have been repaired over the
many years the dock has been in use. The dock is uneven with many warped boards and
rusted hardware. The dock is not aligned properly and deck widths span from 7 feet wide
to 9 feet wide in some places. There are many creosote pilings in use along with broken
pilings that have been paired with one or more pilings in an attempt to add strength to the
failing components.
Proposed Dock
The proposed dock will utilize concrete slabs for the decking along with 2.5 CCA treated
pilings. The dock will remain in the same footprint on landward side, however the
decking will increase from the current variable widths to a uniform 9 ft. wide. Because
of the strength of the concrete, decking will be laid on 10' centers versus the normal 8'
centers with a wooden dock. Pilings, most of which are creosote pilings installed in the
mid 1960's and are considered environmentally detrimental, will be removed and
replaced with new environmentally responsible 2.5 CCA treated pilings.
Piling Inventory
Existing Creosote Pilings to be Removed 1,128
Pressure Treated Pilings to be Installed 871
Net Loss of Pilings 257
Demolition
Current wooden dock, finger piers and pilings will be removed with the aid of barges and
excavators. Inside pilings, those closest to the shoreline and outside mooring piles will
remain in place to act as "property lines" or markers for crew members. New pilings will
be installed in the same hole from which the original piling was pulled, with the
exception of less pilings needed for the concrete dock construction. This will allow
workers to install new pilings in the same footprint on the landward side as the previous
pilings. As stated before the only exceptions will be that of the increase in decking width
April 14, 2010
and the adjustment of mooring piles due to the increase. The finger piers and other r.
mooring pilings will be replaced within the same dimensions. Extensive surveying of
each dock component (dock, pilings, finger piers) has been completed and a surveyor.will
be on site to correct any misalignments. Slips will be re constructed with the same
dimensions as they are currently.
Debris will be loaded in dump trucks and will be removed from the project site. Some
2.5 CCA treated pilings will be salvaged and recycled in the rebuild.
Re-Construction
Pilings will be set by using the vibratory method, vibrating them into the submerged earth
with an excavator outfitted with a vibrating head. New Finger piers will be constructed
using pressure treated yellow pine lumber. Concrete Slabs will be used for the decking.
Whittaker Creek Yacht Owners Association
Slip Dimensions and Typical Boat Size
Dimension
Dock Slip # in ft Typical Boat Size
East 1 17.42 x 50.02 x 24.77 x 60.77 45'
East 2 20.03 x 49.36 x 20.24 x 50.02 45'
East 3 18.55 x 49.55 x 19.95 x 49.36 45'
East 4 20.95 x 49.91 x 20.06 x 49.55 45'
East 5 16.63 x 50.54 x 13.54 x 49.91 45'
East 6 16.93 x 51.53 x 17.72 x 50.54 45'
East 7 15.85 x 49.87 x 16.23 x 51.53 45'
East 8 18.37 x 46.99 x 18.20 x 49.87 40'
East 9 17.86 x 47.97 x 18.01 x 46.99 40'
East 10 16.19 x 48.53 x 18.42 x 47.97 40'
East 11 20.25 x 63.49 x 22.28 x 48.53 45'
East 12 22.45 x 64.12 x 25.14 x 63.49 58'
East 13 16.99 x 64.12 x 22.33 x 64.12 58'
East 14 23.45 x 64.42 x 20.33 x 64.12 58'
East 15 23.13 x 64.13 x 20.73 x 64.42 58'
East 16 18.16 x 46.86 x 27.52 x 64.31 40'
East 17 20.40 x 45.83 x 20.35 x 46.86 40'
East 18 20.33 x 45.04 x 24.68 x 45.83 40'
East 19 20.83 x 46.21 x 22.53 x 45.04 40'
East 20 22.81 x 47.88 x 19.70 x 46.21 40'
East 21 20.57 x 45.77 x 21.92 x 47.88 40'
East 22 20.97 x 46.82 x 23.19 x 45.77 40'
East 23 21.34 x 48.35 x 22.95 x 46.82 40'
East 24 18.34 x 47.06 x 16.02 x 48.35 45'
East 25 19.60 x 48.44 x 18.72 x 47.06 40'
East 26 18.77 x 47.91 x 22.33 x 48.44 45'
East 27 19.85 x 47.91 x 19.96 x 47.94 42'
East 28 17.88 x 48.21 x 20.18 x 47.91 42'
East 29 19.05 x 47.87 x 16.53 x 47.91 42'
East 30 17.25 x 46.47 x 15.55 x 47.87 42'
East 31 18.88 x 46.46 x 17.40 x 46.77 42'
East 32 18.18 x 47.07 x 18.72 x 46.46 40'
East 33 19 x 46.55 x 21.4 x 47.07 42'
East 34 17.92 x 46.51 x 15.76 x 46.55 42'
East 35 20.25 x 47.39 x 21.24 x 46.51 42'
East 36 20.73 x 42.62 x 21.13 x 47.39 42'
East 37 19.62 x 45.49 x 17.97 x 42.62 38'
East 38 21.29 x 43.77 x 21.55 x 45.49 40'
East 39 19.64 x 41.30 x 19.86 x 43.77 38'
East 40 13.75 x 38.98 x 15.61 x 41.30 35'
East 41 16.59 x 40.28 x 15.34 x 38.98 32'
East 42 23.66 x 45.73 x 23.85 x 45.11 40'
East 43 12.35 x 34.37 x 13.77 x 45.73 30'
East 44 18.63 x 46.61 x 15.77 x 34.37 30'
East 45 11.75 x 32.14 x 12.87 x 29.59 24'
East 46 14.06 x 31.94 x 13.40 x 32.14 25'
.j sya }?,4
Dimension
Dock Slip # in ft Typical Boat Size
East 47 13.93 x 32.84 x 14.46 x 31.94 25'
East 48 13.88 x 36.76 x 14.48 x 32.84 27'
East 49 12.82 x 37.19 x 13.49 x 36.76 30'
East 50 13.63 x 33.2 x 13.5 x 37.19 28'
East 51 13.46 x 29.94 x 13.43 x 33.20 28'
East 52 12.86 x 29.54 x 12.78 x 29.94 24'
East 53 12.22 x 29.53 x 11.03 x 29.54 24'
East 54 10.78 x 29.36 x 11.03 x 29.53 24'
East 55 13.48 x 28.36 x 12.23 x 29.36 24'
East 56 14.58 x 36.75 x 18.83 x 42.82 30'
East 57 19.61 x 39.47 x 19 x 36.75 30'
East 58 21.07 x 35.86 x 17.61 x 39.47 30'
East 59 13.29 x 33.54 x 16.68 x 35.86 28'
West 1 19.99 x 46.37 x 19.5 x 46.64 40'
West 2 19.33 x 46.64 x 21.56 x 46.95 40'
West 3 18.18 x 46.95 x 17.29 x 46.52 40'
West 4 19.13 x 46.52 x 20.59 x 46.54 40'
West 5 18.27 x 46.54 x 16.82 x 46 40'
West 6 20.42 x 46 x 20.64 x 46.33 40'
West 7 20.09 x 46.33 x 18.81 x 46.18 40'
West 8 18.80 x 46.18 x 17.39 x 46.45 40'
West 9 19.73 x 46.45 x 19.87 x 45.76 40'
West 10 19.77 x 45.76 x 19.01 x 45.37 40'
West 11 18.22 x 45.37 x 19.92 x 46.11 40'
West 12 18.69 x 46.11 x 18.81 x 45.35 40'
West 13 18.70 x 45.35 x 18.75 x 44.44 38'
West 14 18.27 x 44.44 x 19.30 x 44.91 38'
West 15 19 x 44.91 x 18.29 x 44.78 38'
West 16 18.71 x 44.78 x 19.39 x 44.31 38'
West 17 18 x 44.31 x 17.96 x 44.38 38'
West 18 17.66 x 44.38 x 19.10 x 43.5 38'
West 19 19.98 x 43.5 x 18.95 x 43.35 38'
West 20 18.87 x 43.35 x 19.49 x 43.62 38'
West 21 20.72 x 43.62 x 22.37 x 43.76 38'
West 22 18.99 x 43.76 x 17.88 x 43.08 38'
West 23 16.05 x 43.08 x 17.57 x 43.20 38'

Whittaker Creek Yacht Owners Association
Rebuild Project
Finger Piers
Dock Slip # Finger Pier Length
East 2/3 34'
East 4/5 37'
East 7/6 35'
East 8/9 34.6'
East 10/11 32.33'
East 12/13 64'
East 14/15 33'
East 16/17 30'
East 18/19 31.6'
East 20/21 48'
East 22/23 46.82'
East 24/25 33'
East 26/27 50'
East 28/29 27'
East 30/31 30'
East 32/33 47'
East 34/35 30'
East 36/37 30'
East 38/39 30'
East 40/41 27'
East 42 32'
East 43/44 12'
East 46/47 6'
East 48/49 6'
East 50/51 6'
East 54/55 6'
East 56/57 15'
East 58/59 13.5'
West 1/2 32'
West 3/4 31'
West 5/6 32'
West 7/8 27'
West 9/10 30'
West 11/12 30'
West 13/14 50'
West 15/16 27'
West 17/18 30'
West 19/20 47'
West 21122 45'
West 22/23 12'
West 23 12'
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