20091275 Ver 1_CAMA Application_20091130

N ER
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
MEMORANDUM
Dee Freeman
Secretary
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 25 November 2009 !1
SUBJECT: CAMA Application Review ?tOV 0 260
APPLICANT: Raymond, Sarah, and Rebecca Mann DENR-WATERQUAL;Ty
WETLANDS AND STORMWATER BRANCH
PROJECT LOCATION: Off SR 1722 at 530 Woodstock Lane near downstream of Woodstock
Point on the P ungo River in Beaufort County near Belhav en, North Carolina.
PROPOSED PROJECT: Applicant proposes to construct a 5' wide x 100' long shared pier with a
11' x 21' L-head platform, two 12' x 12' boatlifts and a single pile jet ski lift as well as two boat
davits for the launching and retrieving of small boats.
Please indicate below your position or viewpoint on the proposed project and return this form by 16
December 2009. Please contact Steve Trowell at 252-948-3950, 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
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net
Date
An Equa! Opportunity'. Afrma ve Aotior: Employer
One
NorthCarOlina
Naturally
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Raymond Mann, Sarah and Rebecca Mann
2. LOCATION OF PROJECT SITE: Off SR 1722 at 530 Woodstock Lane near/downstream of Woodstock
Point on the Pungo River in Beaufort County near Belhaven, North Carolina.
Photo Index - 2006: 108-8489; S-8; 2000: 108-1265; S-9; 1995: 108-1144; T-7
State Plane Coordinates - X: 2,713,800 Y: 636,600
Pamlico Beach Quad. (upper left corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 11/19/09
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 11/19/09
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP - Rural
AEC(s) Involved: EW, PTA
(D) Water Dependent: YES
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic
Planned - N/A
(F) Type of Structures: Existing - Existing pier and single family residence
Planned - Replace existing pier with a 5' x 100' pier with a 11' x 21' L-
Head platform, 2-12' x 12' boatlifts and a jet ski lift.
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION:
[AREA]
(B) Non-Vegetated Wetlands
River bottom
(A) Vegetated Wetlands
(C) Other
(Uplands)
±761 ft2 shaded
(D) Total Area Disturbed: 0.02 acre or 761 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA NSW Open: Yes
8. PROJECT SUMMARY: The applicants propose to construct a 5' wide x 100' long shared pier with a 11' x
21' L-head platform, 2 - 12' x 12' boatlifts and a single pile jet ski lift as well as 2 - boat davits for the
launching and retrieving of small boats.
Raymond Mann, Sarah and Rebecca Mann
Pungo River
Beaufort County
Project Setting
The project site is located in a residential waterfront subdivision known locally as the
Woodstock subdivision on the Pungo River just downstream of Woodstock Point in Beaufort County
near Belhaven, North Carolina. The project site consists of one fully developed waterfront lot with a
residence having 75 linear feet of shoreline and an adjacent waterfront lot with 25' of shoreline. The.
largest lot is owned by a Mr. Raymond Mann, the smaller lot is owned by Mr. Mann's nieces, a Ms.
Rebecca and Sarah Mann. The lots are vegetated with maintained lawn grasses, a couple of pecan
trees, one live oak and a couple of pine trees. The existing residence on Mr. Mann's property is a vinyl
sided single story home with a white picket fence on the waterward side of the house.
The elevation of the lots is +4' above the normal water level (NWL). The shoreline is stabilized
mainly with granite riprap that covers a lower bulkhead just visible under the rock at the NWL. The
riprap extends well above the NWL on a slope approximately 15' to a retaining wall at the top of the
slope. There are two jetties extending into the river one upstream and one downstream near the
property lines. There is an existing ± 100' pier with a davit for retrieving small boats. There is a wooden
frame with skids installed over the riprap revetment used as a boat ramp to retrieve small boats.
The Pungo River, in this location, is greater than a mile wide, facing Northeast and is subjected
to large wind borne wave action. Water depths offshore of the project site deepen gradually. They are
generally 2' at the toe of the riprap revetment reaching a depth of 4' below the NWL, 100' offshore.
Observations made during site visits by DCM staff on this site and others nearby did reveal the presence
of any submerged aquatic vegetation (SAV). The closest adjacent pier is located upstream a minimum
distance of 125'. This area of the Pungo River is designated as SA NSW by the by the Environmental
Commission, Coastal Waters by the Division of Marine fisheries and is open to shell fishing.
Project Description
The applicants proposes to replace the existing pier with a 5' x 100' shared pier with a 11' x 21'
L-head platform, 2 - 12' x 12' boatlifts, a single pile jet ski lift and 2 - davits for the launching and
retrieving of small boats. Approximately 15 ' of the 100' pier will extend over the riprap revetment. The
existing pier is to be removed prior to construction of the new pier. The new pier will be constructed
approximately 8' south of the property line with Sarah and Rebecca Mann on Ray Mann's property. One
of the proposed boatlifts is to be constructed within the riparian area of Sarah and Rebecca Mann
accessed by a 5' x 16' finger pier. The purpose of the pier is to provide water access for two families.
Anticipated Impacts
The pier and associated finger pier and platform will shade ± 761 ftz of Pungo River bottom.
There will be some localized short-term turbidity during construction of the shared pier. As proposed
the new pier will provide a total of 5 slips. The boatlifts will increase boat traffic in the adjacent
nearshore area and their associated impacts.
Steve Trowell - Washington Regional Office - 24 November 2009
gem MP-1
APPLICATION for
MaJor Development Permit ° z 7 5
(last revised 12/27/06)

North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if app licable)
Mann Pier
Applicant 1: First Name MI Last Name
Raymond T Mann
Applicant 2: First Name MI Last Name
Rebecca L Mann
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
5624 Normanshire Drive Raleigh NC
ZIP Country Phone No. FAX No.
27606 9612 USA 919 - 859 - 5821 ext. -
Street Address (if different from above) City State ZIP
4030 Glen Laurel Drive Raleigh NC 27612 -3757
Email
[e-mail]
2. Agent/Contractor Information
Business Name
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 (if different from above) City State ZIP
Email
II
<Form continues on back>
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1. Primary Applicant/ Landowner Information (continued)
Business Name Project Name (if applicable)
Mann Pier
Applicant I First Name MI Last Name
Sarah E Mann
Street Address (if different from over) City State ZIP
4030 Glen Laurel Drive Raleigh NC 27612 -3757
Foam DCM MP-1 (Page 2 of 4)
AI'F'LIUA I IUN Tor
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Beaufort 530 Woodstock Lane
Subdivision Name City State Zip
Woodstock Belhaven NC 27810- 9312
Phone No. Lot No. (s) (if many, attach additional page with list)
252 - 964 - 2125 ext. ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Tar / Pamlico Pungo River
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 city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
?Yes ®No work falls within.
NA
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
25' + 75' = 100' 12500
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
3125, 9375, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 4'6" ?NHW or ®NWL
e. Vegetation on tract
Developed lots with 1 single family residence with lawn grasses and a mixture of pine and pecan.
f. Man-made features and uses now on tract
individual family home
100' wodden pier
g. Identify and describe the existing land uses Jacent to the proposed project site.
individual family homes
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
(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>
2a2-308-280$ „ 1-888-4FYO9sASa n?r?a.avn??a? ?3rrwaaa?asva?sx?.s?et
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.
Septic tank
o. Describe existing drinking water supply source.
Beaufort County Water
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
!00' concrete pier with "L' layout, platform demensions 11' x 21'
(2) 12' x 12' boat lifts, (2) davits, (1) jet ski lift
Davits will be used to move boats from water to be placed on or off trailers and then pulling trailesr up and down pier.
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.
Excavator with vibrating hammer on barge. Pilings to be driven by excavator with standard pier construction,
d. List all development activities you propose.
Residental pier to be shared by two families
e. Are the proposed activities maintenance of an existing project, new work, or both? both
f. What is the approximate total disturbed land area resulting from the proposed project? NA ?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>
25.2-f308-2808 .. 1-888-4RCOAST w v)vv'ncK <OR sIt dtea-? anar,e€- ent' Ie
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 for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Bernard E Dehoog Phone No. [phone]
Address 4005 Tallwood Dr, Greensboro, NC 27410-4556
Name Walter B. Mann Phone No. (919) 467 - 1694
Address 511 Willow Street, Cary, NC 27511
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.
NA
In. Signed consultant or agent authorization form, if applicable,
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date r Print Name ? k - • I 0 K
s .,
Signature- 7
11
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
252-808-28.08 .. 1-888-4RCOA T ., w?vr.?o-? oz???ta@t?asa?gc e??r?a.rac ti
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
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 100'
(iv) Width 5'
(v) Floating ?Yes ®No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 21'
(iv) Width e if
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g (i) Number of slips proposed
3
(ii) Number of slips existing
0
i. Check the proposed type of siting:
? Land cut and access channel
?Open water, dredging for basin and/or channel
EOpen water; no dredging required
?Other; please describe:
k. Typical boat length: 13' to 17'
m. (i) Will the facility have tie pilings?
?Yes ENo
(ii) If yes number of tie pilings?
?This section not applicable
b. (i) Will the facility be open to the general public?
?Yes ®No
c l, Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ?Nc
1
16-
5'
?Yes ®No
f. (i) Are Boatlifts included? ®Yes ?No
If yes:
(ii) Number 2
(iii) Length 12
(iv) Width 12
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:
? 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).
13' to 17' runabouts
Jet Skis
Small sailboats
I. (i) Will the facility be open to the general public?
?Yes ®No
52-808-2806 - -888-.,,Rt".OAST ;: v vv r.aro a airrtataF? o acs t..s2 revs red. 9 127106
Torn, DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FA'CILITYIMARINA OPERATIONS 0This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons, Number: Location:
? Showers
? Boatholding tank pumpout, Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
NA
c. Describe the disposal of solid waste, fish offal and trash.
NA
d. How will overboard discharge of sewage from boats be controlled?
NA
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
NA
(ii) Give the location and number of "Pumpout Available" signs proposed.
NA
t Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
NA
g. Where will residue from vessel maintenance be disposed of?
NA
h. Give the number of channel markers and "No Wake" signs proposed. NA
I. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
NA
j. What will be the marina policy on overnight and live-aboard dockage?
NA
k. Describe design measures that promote boat basin flushing?
NA
1. If this project is an expansion of an existing marina, what types of services are currently provided?
NA
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ENo
252-808-2808 revised: 122 '/06
Forvv DCNI POW-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ENo
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 ?SAV ?SB
?WL ENone
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?Public/Government ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ED This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
5. MOORING PILINGS and BUOYS - El This section not applicable
a. Is the structure(s):
?Commercial ?Public/Government ?Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc )
252-1808-2808 .: 11-8138-4 OA v, c west strmarsa a s .rfef revi,,Pd. 12/27/06
air,'A DCM M P-4 ( tru ores, 'age of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
8' to the Norh 62' to the South 125'
Note. For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
2.5 miles
d. Water depth at waterward end of structure at NLW or NWL
4'
e. (i) Will navigational aids be required as a result of the project?
?Yes ?No ®NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER ?This section not applicable
a. Give complete description:
The plan calls for a 100-foot concrete pier starting at our upper bulkhead and sloping out 70 feet to a height of one and
one half feet above the water surface then leveling out and extending another 30 feet. The pier will be 8 feet off my nieces
Sarah and Rebecca Mann's property line. At the end of the pier we will have an 11 by 21 foot concrete platform which will
extend to the right. We plan on to installing 2 boat lifts and one Jet Ski lift. Also, we plan on two davits for lifting boats out
the water. The reason for the sloped pier and two davits is to allow us to lift and transport smaller boats on trailers up and
down the pier in the absence of a community boat ramp. One boat lift will be to south side of the pier the other boat lift will
be on Sarah and Rebecca's property to the north. There will be a 16-foot walkway connecting the pier to this boat lift
The construction process will start by bringing in an excavator on a barge to the construction site. The excavator is
equipped with a pneumatic vibrating head. After removing the existing pier the excavator will drive 35 - 40 large treated posts
into the river bed. Once the poles are in place a framework of 4" by 6" treated boards fastened with galvanized bolts is
constructed. Then the 4' by 10' concrete slabs are placed within the framework and secured with galvanized bolts. After the
pier is constructed the lifts and davits are added along with supplying water and power
I (Ray Mann) have been authorized to serve as an agent for my nieces' Sarah Mann and Rebecca Mann to act on their
behalf for the purpose of applying and obtaining all CAMA permits necessary to construct the pier and boat lift that will go on
their property.
November 1, 2009
Date
Mann Pier Project
Project Name
Ray Mann, Sarah Mann, Rebecca Mann
Ap icant Name
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Applicant Signature
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November 16, 2009
To Whom It May Concern,
This cover letter is accompanying my application packet for a Major CAMA permit. Its primary
purpose is to give a brief overview of our proposed project including location, individuals involved,
purpose, description, and a list of the documentation included in the packet.
My wife Debora and I along with my older brother, Jeff Mann and his family, must replace the
wooden pier we have been sharing for many years on the Pungo River. Jeff's daughters, Sarah and
Rebecca Mann, own the two twenty-five foot lots adjacent to our lot on the west side of the Pungo River in
Beaufort County. We are located in the Woodstock community. This property was originally owned by our
parents, Thurston and Lela Mann. The proposed plan for this new 100 foot concrete pier calls for five
moorings. With this number of moorings it is necessary that we apply for a Major CAMA permit. The
majority of the pier will be on the property belonging to Debora and me. There will be a small walkway
from the main pier to a boat lift on my nieces' property. This walkway will cross over the property line
separating our two lots. It was the wish of our parents that my family and Jeff's family share the use of a
single pier in harmony. By building a pier in this manner it allows us to follow Mom's and Dad's wishes
but maintains a certain level of independence. It is also less of an impact on the river front by having a
single, shared pier instead of two. Rebecca and Sarah agree fully with the proposed project and have
signed consent for me to serve as their agent in this proposal. They have signed the Adjacent Riparian
Property Owner Statement and waived the 15 foot right of way.
The property to the north of our nieces' property has recently changed ownership. The house and
property it sits on were sold to Bernie and Ruth DeHoog of Greensboro. The Dehoogs received a complete
copy of the proposed project through certified mail and signed the return receipt.
The adjacent property owners to the south are my aunt and uncle, Walter and Kay Mann. They have
signed the Adjacent Riparian Property Owner Statement and have received a complete copy of the
proposed project through certified mail as evidenced by the signed return receipt.
The plan calls for a 100-foot concrete pier starting at our upper bulkhead and sloping out 70 feet to a
height of one and one half feet above the water surface then leveling out and extending another 30 feet. The
pier will be 8 feet off Rebecca's and Sarah's property line. At the end of the pier we will have an 1 l by 21
foot concrete platform which will extend to the south (down stream) - away from Rebecca's and Sarah's
property. We are planning to install a boat lift as well as two davits for lifting boats out the water. There
will be one personal water craft (PWC) lift. The reason for the sloped pier and 2 davits is to allow us to lift
and transport the smaller boats on trailers up and down the pier in the absence of a community boat ramp.
In addition to the lifts and davits described above, we will install another boat lift on Rebecca's and Sarah's
property as mentioned above. There will be a 16-foot walkway connecting our pier to the boat lift on
Rebecca's and Sarah's property.
We plan to remove the remnants of the old pier and start construction of the new pier in the spring of
2010. We hope everything will be completed for the 2010 summer season. We plan on having Perry
Bonney from Beaufort County construct the pier and install the lifts and davits. Mr. Bonney has already
constructed several concrete piers in the Woodstock community and his construction is structurally sound
and blends in well with Woodstock's natural landscape. Also, Mr. Bonney has done several projects under
CAMA permits and is very familiar with their regulations and requirements as well as the standard
construction practices for installing concrete piers.
The construction process will start by bringing in an excavator on a barge to the construction site.
The excavator is equipped with a pneumatic vibrating head. After removing the existing pier the excavator
will drive 35-40 large treated posts into the river bed. Driving the posts in the ground with the pneumatic
vibrating head is far superior to the old method of "washing" the posts in the ground. Once the poles are in
place a framework of 4" by 6" treated boards fastened with galvanized bolts is constructed. Then the 4' by
10' ft. concrete slabs are placed within the framework and secured with galvanized bolts. After the pier is
constructed the lifts and davits are added along with supplying water and power. Mr. Bonney has
anticipated the work will take 2-3 weeks to complete.
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